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Subdivision Review Comments
All Subdivision Review Comments for Case # 17CP0015




For VDOT’s comments please contact Virginia Department of Transportation at (804) 674-2814 or send e-mail to Boris.Solomonov@VDOT.Virginia.gov

For Tentative Subdivision resubmittals:

1. Please note that submittal fees include the original submittal and two (2) additional reviews.

2. A letter of transmittal is required to accompany each submittal.

3. Please verify that Environmental Engineering, Fire, CDOT, VDOT, and Planning have reviewed the submittal before resubmitting. A resubmittal tendered, prior to receiving all the required departments’ review, will be counted as an additional submittal. Go to Case Selection Form or Go to Project List


 
CASE NO: 17CP0015 STATUS: PENDING APPROVAL
PROJECT NAME: BIG OAK SEC 1 - LAST INTERNET UPDATE: 11/21/17
SUBMITTAL TYPE: CONSTRUCTION PLAN
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 01 09/20/16 10/11/16 COMPLETE 09/28/16 LAG 706-2116
FIRE DEPT.--: 01 09/20/16 10/11/16 COMPLETE 09/28/16 JKL 748-1489
PLANNING----: 01 09/20/16 10/11/16 AMENDED* 10/07/16 L M 717-6836
TRANSPORT.--: 01 09/20/16 10/11/16 COMPLETE 05/25/17 SES 751-4912
UTIL.PLAN.--: 01 09/20/16 10/11/16 ******** ********
UTILITIES---: 01 09/20/16 10/11/16 AMENDED* 05/26/17 WBV 748-1343
UTIL.R.O.W.-: 01 09/20/16 10/11/16 ******** ********
VDOT--------: 01 09/20/16 10/11/16 ******** ********
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1338
PLAN NAME: BIG OAK, SECTION A
PLAN NUMBER: 17CP0015
ORIGINAL PLAN DATE: 7/5/16
REVIEW DATE: 8/17/16
LATEST SUBMISSION DATE: 8/3/16
SUBMITTAL NUMBER: 1
STATUS: NOT APPROVED
TABLE REVIEW: NO
IN REGARD TO YOUR SUBMITTAL OF UTILITIES PLANS FOR THE
ABOVE REFERENCED PROJECT DATED JULY 5, 2016
WE MAKE THE FOLLOWING COMMENTS AND RECOMMENDATIONS:
1. A COPY OF VIRGINIA DEPARTMENT OF TRANSPORTATION'S
APPROVAL LETTER REGARDING PAVEMENT REPLACEMENT, METHOD
OF CROSSING, AND ALIGNMENT OF UTILITY WITH STATE RIGHT
OF WAY, AND A COPY OF ENVIRONMENTAL ENGINEERING'S
INITIAL REVIEW LETTER MUST BE SUBMITTED BEFORE REVISED
PLANS ARE SUBMITTED FOR RE-REVIEW.
2. PRIOR TO RELEASING TO THE CONSTRUCTION SECTION, A
COPY OF THE ENVIRONMENTAL ENGINEERING APPROVAL LETTER
AND/OR ALL OTHER APPLICABLE LOCAL STATE AND FEDERAL
AGENCIES' APPROVAL LETTERS MUST BE RECEIVED BY THIS
DEPARTMENT. IN ADDITION, ALL EASEMENTS NOT INCLUDED
WITH THE SUBDIVISION PLAT MUST BE DEDICATED WITH A
SEPARATE PLAT AND AGREEMENT TO THE COUNTY PRIOR TO
RELEASING THE PROJECT TO THE CONSTRUCTION SECTION.
3. SHOW COUNTY PROJECT NUMBER 16-0218 ON THE LOWER RIGHT
HAND CORNER OF EACH SHEET.
4. PROVIDE A "MISS UTILITY" NOTE ON THE COVER SHEET.
5. NOTE THAT THE MATERIAL OF THE EXISTING WATERLINE IN
BIG OAK LANE IS PVC.
6. PROCEED AS FOLLOWS REGARDING THE EXISTING BOROWY
PROPERTY:
A). SHOW THE EXISTING WATER SERVICE USING A "DARK
DASHED" LINE TYPE LABELING IT AS SUCH.
B). PROVIDE THE ADDRESS OF THE PROPERTY.
7. CORRECT THE NUMBERING OF THE ITEMS UNDER "STANDARD
NOTES"
8. SPECIFY MANHOLE INSERTS FOR EACH MANHOLE.
9. THOROUGHLY EXAMINE ALL SHEETS TO CORRECT ALL
EXTRANEOUS MARKINGS, OVERLAPPING TEXT, ILLEGIBLE TEXT
AND DRAWING FEATURES, ETC. IN ORDER TO FACILITATE A
CLEAN DRAWING WITH ALL TEXT AND DRAWING FEATURES
COMPLETELY LEGIBLE AND ABUNDANTLY VISIBLE.
10. REVISE THE "MATERIALS LIST" AS NECESSARY.
PLEASE MAKE ALL OF THE SUGGESTED CHANGES AND SUBMIT
ONE(1) SET OF REVISED PLANS.
THE OWNER MUST ENTER INTO A COUNTY CONTRACT PRIOR TO THE
START OF CONSTRUCTION. PLEASE SEND ME A COPY OF THE
"ACCEPTED" BID PROPOSAL BETWEEN THE DEVELOPER AND THE
CONTRACTOR SO WE MAY PREPARE THE COUNTY CONTRACT. THE
BID PROPOSAL MUST BE BASED ON THE LATEST REVISED
UTILITIES PLANS REFLECTING THE REVIEWER'S STAMP, AND ALL
WORK MUST BE PERFORMED BY AN ACCEPTABLE UTILITIES
CONTRACTOR. IF PLANS ARE REVISED AFTER CONTRACT
PREPARATION DUE TO A CHANGE BECAUSE OF VIRGINIA
DEPARTMENT OF TRANSPORTATION'S AND/OR ENVIRONMENTAL
ENGINEERING DEPARTMENT'S APPROVAL OF THE ROAD, DRAINAGE,
AND EROSION CONTROL DESIGN OR BECAUSE OF STATE AGENCIES'
REVIEW AND APPROVAL OF THE UTILITIES DESIGN, A REVISED
BID PROPOSAL MAY BE NECESSARY TO ACCURATELY REFLECT THE
LATEST UTILITIES DESIGN AND A NEW CONTRACT PREPARATION
MAY BE NECESSARY AND EXECUTED PRIOR TO THE START OF
CONSTRUCTION.
IF YOU HAVE ANY QUESTIONS, DO NOT HESITATE TO CONTACT ME
AT 748-1343.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1338
PLAN NAME: BIG OAK, SECTION A
PLAN NUMBER: 17CP0015
ORIGINAL PLAN DATE: 7/5/16
REVIEW DATE: 8/17/16
LATEST SUBMISSION DATE: 8/3/16
SUBMITTAL NUMBER: 1
STATUS: NOT APPROVED
TABLE REVIEW: NO
IN REGARD TO YOUR SUBMITTAL OF UTILITIES PLANS FOR THE
ABOVE REFERENCED PROJECT DATED JULY 5, 2016
WE MAKE THE FOLLOWING COMMENTS AND RECOMMENDATIONS:
1. A COPY OF VIRGINIA DEPARTMENT OF TRANSPORTATION'S
APPROVAL LETTER REGARDING PAVEMENT REPLACEMENT, METHOD
OF CROSSING, AND ALIGNMENT OF UTILITY WITH STATE RIGHT
OF WAY, AND A COPY OF ENVIRONMENTAL ENGINEERING'S
INITIAL REVIEW LETTER MUST BE SUBMITTED BEFORE REVISED
PLANS ARE SUBMITTED FOR RE-REVIEW.
2. PRIOR TO RELEASING TO THE CONSTRUCTION SECTION, A
COPY OF THE ENVIRONMENTAL ENGINEERING APPROVAL LETTER
AND/OR ALL OTHER APPLICABLE LOCAL STATE AND FEDERAL
AGENCIES' APPROVAL LETTERS MUST BE RECEIVED BY THIS
DEPARTMENT. IN ADDITION, ALL EASEMENTS NOT INCLUDED
WITH THE SUBDIVISION PLAT MUST BE DEDICATED WITH A
SEPARATE PLAT AND AGREEMENT TO THE COUNTY PRIOR TO
RELEASING THE PROJECT TO THE CONSTRUCTION SECTION.
3. SHOW COUNTY PROJECT NUMBER 16-0218 ON THE LOWER RIGHT HAN
ER OF EACH SHEET.
4. PROVIDE A "MISS UTILITY" NOTE ON THE COVER SHEET.
5. NOTE THAT THE MATERIAL OF THE EXISTING WATERLINE IN
BIG OAK LANE IS PVC.
6. PROCEED AS FOLLOWS REGARDING THE EXISTING BOROWY
PROPERTY:
A). SHOW THE EXISTING WATER SERVICE USING A "DARK
DASHED" LINE TYPE LABELING IT AS SUCH.
B). PROVIDE THE ADDRESS OF THE PROPERTY.
7. CORRECT THE NUMBERING OF THE ITEMS UNDER "STANDARD
NOTES"
8. SPECIFY MANHOLE INSERTS FOR EACH MANHOLE.
9. THOROUGHLY EXAMINE ALL SHEETS TO CORRECT ALL
EXTRANEOUS MARKINGS, OVERLAPPING TEXT, ILLEGIBLE TEXT
AND DRAWING FEATURES, ETC. IN ORDER TO FACILITATE A
CLEAN DRAWING WITH ALL TEXT AND DRAWING FEATURES
COMPLETELY LEGIBLE AND ABUNDANTLY VISIBLE.
10. REVISE THE "MATERIALS LIST" AS NECESSARY.
PLEASE MAKE ALL OF THE SUGGESTED CHANGES AND SUBMIT
ONE(1) SET OF REVISED PLANS.
THE OWNER MUST ENTER INTO A COUNTY CONTRACT PRIOR TO THE
START OF CONSTRUCTION. PLEASE SEND ME A COPY OF THE
"ACCEPTED" BID PROPOSAL BETWEEN THE DEVELOPER AND THE
CONTRACTOR SO WE MAY PREPARE THE COUNTY CONTRACT. THE
BID PROPOSAL MUST BE BASED ON THE LATEST REVISED
UTILITIES PLANS REFLECTING THE REVIEWER'S STAMP, AND ALL
WORK MUST BE PERFORMED BY AN ACCEPTABLE UTILITIES
CONTRACTOR. IF PLANS ARE REVISED AFTER CONTRACT
PREPARATION DUE TO A CHANGE BECAUSE OF VIRGINIA
DEPARTMENT OF TRANSPORTATION'S AND/OR ENVIRONMENTAL
ENGINEERING DEPARTMENT'S APPROVAL OF THE ROAD, DRAINAGE,
AND EROSION CONTROL DESIGN OR BECAUSE OF STATE AGENCIES'
REVIEW AND APPROVAL OF THE UTILITIES DESIGN, A REVISED
BID PROPOSAL MAY BE NECESSARY TO ACCURATELY REFLECT THE
LATEST UTILITIES DESIGN AND A NEW CONTRACT PREPARATION
MAY BE NECESSARY AND EXECUTED PRIOR TO THE START OF
CONSTRUCTION.
IF YOU HAVE ANY QUESTIONS, DO NOT HESITATE TO CONTACT ME
AT 748-1343.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: MIKE LARSON/748-1338
PLAN NAME: BIG OAK, SECTION A
PLAN NUMBER: 17CP0015
ORIGINAL PLAN DATE: 7/5/16
REVIEW DATE: 10/7/16
LATEST SUBMISSION DATE: 9/19/16
SUBMITTAL NUMBER: 2
STATUS: APPROVED
TABLE REVIEW: YES
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: MIKE LARSON/748-1338
PLAN NAME: BIG OAK, SECTION 1
PLAN NUMBER: 17CP0015
ORIGINAL PLAN DATE: 7/5/16
REVIEW DATE: 5/25/17
LATEST SUBMISSION DATE: 5/25/17
SUBMITTAL NUMBER: 3
STATUS: APPROVED
TABLE REVIEW: YES
THE PLANS FOR BIG OAK SECTION 1 WITH THE ORIGINAL PLAN
DATE OF JULY 5, 2016 AND A MOST RECENT REVISION DATE OF
MAY 9, 2017 ARE APPROVED. THIS REVIEW IS EFFECTIVE
UNTIL MAY 25, 2022. ONCE ALL OTHER DEPARTMENTS HAVE
APPROVED THE PLANS, PLEASE SUBMIT 3 ADDITIONAL COPIES (4
TOTAL) DIRECTLY TO THE UTILITIES DEPARTMENT FOR USE
DURING CONSTRUCTION.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: BIG OAK, SECTION A
CASE NUMBER: 17CP0015
LATEST PLAN DATE: 07/05/2016
DEPT. REC'D. DATE: 08/04/2016
SUBMITTAL NUMBER: ONE
REVIEW DATE: 08/24/2016
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: BIG OAK, SECTION 1
CASE NUMBER: 17CP0015
LATEST PLAN DATE: 09/19/2016
DEPT. REC'D. DATE: 09/29/2016
SUBMITTAL NUMBER: TWO
REVIEW DATE: 09/29/2016
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: BIG OAK, SECTION 1 7
CASE NUMBER: 17CP0015
LATEST PLAN DATE: 05/09/2017
DEPT. REC'D. DATE: 05/25/2017
SUBMITTAL NUMBER: THREE
REVIEW DATE: 05/25/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
.
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : LUIGI MIGNARDI / 717-6836
PLAN NAME : BIG OAK
PLAN NUMBER : 17CP0015
ORIGINAL PLAN DATE 07/15/16
REVIEW DATE : 08/25/16
LATEST SUBMISSION DATE : 07/05/16
ACCEPTED DATE: 08/01/16
SUBMITTAL NUMBER : 1
STATUS : CORRECTIONS REQUIRED
TABLE REVIEW : N
1. REMOVE 'SECTION A' FROM THE TITLE BLOCK
2. PUT CONSTRUCTION PLAN NUMBER 17CP0015 IN THE BOTTOM RIGHT
HAND CORNER
3. ACCESSORY STRUCTURE ARE NOT
PERMITTED ON A LOT WITHOUT A PRINCIPAL
STRUCTURE. IN PRELIMINARY MEETING
DISCUSSION THE APPLICANT INDICATED HIS
INTENTION TO REMOVE THE ACCESORY
STRUCTURE ON 1 & 2, IS THIS STILL THE
INTENTION? IF SO PLEASE PLACE NOTE ON
PLAN TO REMOVE STRUCTURES. IF THE
APPLICANT WANTS TO KEEP THE EXISTING
ACCESSORY STRUCTURES, A CUPD WILL BE
REQUIRED TO ALLOW FOR AN ACCESSORY
STRUCTURE WITHOUT A PRINCIPAL STRUCTURE
AND A REDUCTION OF THE FRONT YARD
SETBACK.
4. LOT 1 REQUIRES ACCESS FROM BIG OAK
LANE FRONTAGE, IF THE APPLICANT WISHES
TO MAINTIAN THE ACCESS THROUGH LOT 1
TO LOT 2 AN EXCEPTION WILL BE REQUIRED
TO 17-83 (D)(7)
5. IF IT IS THE INTENTION OF THE APPLICANT
TO MAINTAIN ACCESS FROM LOTS 2 & 3
WITH THE EXISTING ASPHALT DRIVE, THEN
AN EASEMENT WILL BE REQUIRED FOR
INGRESS AND EGRESS
6. A 50' BUFFER IS REQUIRED ALONG LOT 3 AT
HUGUENOT ROAD PER SECTION 19.1-263
(B)(1). THE BUFFER SHALL BE EXCLUSIVE OF
THE 16' SANITARY SEWER EASEMENT AND
THE 10' CONSTRUCTION EASEMENT. THE
EASEMENT IN COMBINATION WITH BUFFER
AND 25' SETBACK DO NOT ALLOW FOR
BUILDABLE LOT. A CUPD WILL BE REQUIRED
TO AMEND THE BUFFER AND/OR SETBACK
REGULATIONS.
7. THE REQUIRED 40' SETBACK MAY BE
REDUCED TO 25' OFF THE 50' BUFFER PER
SECTION 19.1-208 (F)
8. SIDEWALKS ARE REQUIRED ALONG
HUGUENOT ROAD PER THE SIDEWALK
POLICY, HOWEVER AN EXCEPTION MY BE
GRANTED THROUGH THE DIRECTORS OF
PLANNING, ENVIRONMENTAL ENGINEERING
AND TRANSPORTATION
------------------------------------------------------
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : LUIGI MIGNARDI / 717-6836
PLAN NAME : BIG OAK
PLAN NUMBER : 17CP0015
ORIGINAL PLAN DATE 07/15/16
REVIEW DATE : 10/06/16
LATEST SUBMISSION DATE : 09/19/16
ACCEPTED DATE: 09/22/16
SUBMITTAL NUMBER : 2
STATUS : CORRECTIONS REQUIRED
TABLE REVIEW : N
1. ACCESSORY STRUCTURE ARE NOT
PERMITTED ON A LOT WITHOUT A PRINCIPAL
STRUCTURE. A CONDITIONAL USE PLANNEDL
DEVELOPMENT CUPD WILL BE REQUIRED NED
TO ALLOW FOR AN ACCESSORY STRUCTURE
WITHOUT A PRINCIPAL STRUCTURE ALONG
WITH A REDUCTION OF THE FRONT YARD SETBACK.
2. LOT 1 REQUIRES ACCESS FROM BIG OAK
LANE FRONTAGE, 17-83 (D)(7) . SHEET 2 THERE IS A
DESIGNATION 'PE-1' FOR BOTH LOTS 1 & 2, IS THIS
NOTING THE EXISTING AND PROPOSED DRIVE? IF SO
ADD THE 'PE-1' DESIGNATION TO THE LEGEND
3. A 50' BUFFER IS REQUIRED ALONG LOT 3 AT
HUGUENOT ROAD PER SECTION 19.1-263
(B)(1). THE BUFFER SHALL BE EXCLUSIVE OF
THE 16' SANITARY SEWER EASEMENT AND
THE 10' CONSTRUCTION EASEMENT. THE
EASEMENT IN COMBINATION WITH BUFFER
AND 25' SETBACK DO NOT ALLOW FOR
BUILDABLE LOT. A CUPD WILL BE REQUIRED
TO AMEND THE BUFFER AND/OR SETBACK
REGULATIONS.
4. THE PLAN SHOWS THE 10' CONSTRUCTION
EASEMENT RUNNING PARRALLEL THROUGH
THE PROPOSED BUFFER, THIS IS NOT ALLOWED
PER ZONING 19.1-262 (7). THE BUFFER NEEDS TO
BE INDEPENDENT OF THE EASEMENT, A CUPD WILL
BE REQUIRED TO AMEND THE BUFFER AND
SETBACK REGULATIONS.
5. SIDEWALKS ARE REQUIRED ALONG
HUGUENOT ROAD PER THE SIDEWALK
POLICY, HOWEVER AN EXCEPTION MY BE
GRANTED THROUGH THE DIRECTORS OF
PLANNING, ENVIRONMENTAL ENGINEERING
AND TRANSPORTATION
6. PLEASE NOTE THAT THIS IS THE SECOND REVIEW
SUBMISSION, THERE IS ONE MORE REVIEW
SUBMITTAL UNDER THIS APPLICATION. I SUGGEST
WAITING UNTIL YOU GET COMMENTS FROM THE
CUPD AND ADDRESS THOSE COMMENTS WITH THIS
ROUND OF COMMENTS BEFORE YOU RESUBMIT TO
AVOID THE $1000 FEE WITH EACH RESUBMITTAL
AFTER THE THIRD REVIEW.
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: BIG OAK SECTION 1
PLAN NUMBER: 17CP0015
LATEST REVISION DATE: 7/5/16
REVIEW DATE: 8/4/16
LATEST SUBMISSION DATE: 8/4/16
SUBMITTAL NUMBER: 1ST REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: BIG OAK SECTION 1
PLAN NUMBER: 17CP0015
LATEST REVISION DATE: 9/19/16
REVIEW DATE: 9/28/16
LATEST SUBMISSION DATE: 9/26/16
SUBMITTAL NUMBER: 2ND REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
============================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : LYNDA GILBERTSON, P.E. / 706-2116
NAME OF PLAN : BIG OAK SECTION A
SITE PLAN NO. : 17CP0015
ORININAL PLAN DATE : JULY 5, 2016
DEPT. REC'D DATE : JULY 5, 2016
SUBMITTAL NUMBER : ONE
REVIEW DATE : AUGUST 22, 2016
RECOMMENDATION : REVISION REQUESTED
TABLE REVISION : NO
RESPONSIBILITY FOR COMPLIANCE TO CHESTERFIELD COUNTY
STANDARDS AND POLICIES AND STATE AND FEDERAL REGULATIONS
WILL BE PLACED ON THE PROFESSIONAL ENGINEER WHO SIGNS
AND SEALS THE CONSTRUCTION PLANS APPROVAL.
THIS OFFICE RECOGNIZES THAT 10-YEAR PRE/POST
REQUIREMENTS FOR FLOOD PROTECTION CAN BE ADDRESSED BY
THE ONE-PERCENT LIMITS OF ANALYSIS.
THOUGH THIS PROJECT IS NOT SUBJECT TO THE PRELIMINARY
(TENTATIVE) PROCESS SINCE IT FALLS UNDER THE 50-LOT
THRESHOLD, PLEASE BE ADVISED THAT ALL STANDARD
CONDITIONS PER SECTION 17-62 OF THE COUNTY ORDINANCE
STILL APPLY.
======== CBPA ============
01. CORRECT THE CBPA NOTE ON THE COVER SHEET TO READ "PART
IIB OF THE VSMP TECHNICAL CRITERIA IS MET THROUGH A
SIMPLE ROOFTOP DISCONNECTION AND AGREEMENT ON LIEU OF
PLAN FOR EACH SINGLE FAMILY RESIDENCE."
02. INCLUDE A NOTE ON THE COVER SHEET "ROOF TOP
DISCONNECTION MUST BE VERIFIED BY A LICENSED
PROFESSIONAL ENGINEER PRIOR TO RELEASE OF THE
CERTIFICATE OF OCCUPANCY FOR THE BUILDING PERMITS AND
RELEASE OF THE BONDS FOR THE EXISTING DWELLING."
03. SHOW THE LOCATION OF THE DOWNSPOUTS TO ENSURE THEY ARE
NOT OVER 1,000 SF MAX IN THE DETAIL ON SHEET 3.
04. PROVIDE SOIL MAP TO SHOW THE B SOILS FOR ROOFTOP
DISCONNECTION.
======== EROSION CONTROL ============
01. PLEASE SUBMIT AN ITEMIZED COST ESTIMATE FOR REVIEW OF
THE EROSION AND SEDIMENT CONTROL BOND AMOUNT FOR
STABILIZATION AND EROSION CONTROL MEASURES OF THE
DRAINAGE IMPROVEMENTS.
02. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A. AN EROSION AND SEDIMENT CONTROL BOND FOR AN APPROVED
AMOUNT MUST BE POSTED.
B. AN PERMANENT IMPROVEMENT BOND FOR AN APPROVED
AMOUNT MUST BE POSTED FOR THE PAVED TRAPEZOIDAL DITCH
WITHIN THE DRAINAGE EASEMENT.
C. TWO ADDITIONAL SETS OF PLANS TO BE STAMPED "APPROVED
FOR CONSTRUCTION" MUST RECEIVED.
F. SIGNED CONFIRMATION OF WRITTEN NOTIFICATION (U.S.
POSTAL CERTIFIED MAIL RETURN RECEIPT REQUESTED) FROM
THE FOLLOWING PROPERTY OWNER MUST BE RECEIVED
ACKNOWLEDGING THE IMPENDING CONSTRUCTION ACTIVITY
ADJACENT TO THEIR PROPERTY (INCLUDE AN 8½" X 11" PLAN
OF THE PROPOSED CONSTRUCTION ACTIVITY IN THE VICINITY
OF THEIR PROPERTY).
N/F JANICE C MUDRA & N.C. BENNETT, GPIN 743-716-6052
03. PLEASE MAKE THE FOLLOWING REVISIONS TO SHEET 3;
A. DELETE THE MS-19 TABLE, THIS A IIB PROJECT.
B. REVISE THE "MS-19 LOCATION" LABEL TO "1% LIMITS OF
ANALYSIS" LABEL.
04. SHOW AND LABEL THE LIMITS OF CLEARING FOR THE GRADING
AND INSTALLATION OF THE TRAPEZOIDAL JUTE DITCH ON
SHEET 2.
05. SHOW AND LABEL MH-2 IN THE PLAN VIEW, NOTE 4 OF THE
EROSION CONTROL NARRATIVE MENTIONED IT.
06. INCLUDE THE FOLLOWING INFORMATION IN THE ENVIRONMENTAL
NOTES ON SHEET 2.
A. ADDITIONAL EROSION CONTROL MEASURE MAYBE REQUIRED BY
THE ENVIRONMENTAL ENGINEERING INSPECTOR.
B. INCLUDE MINIMUM STANDARD #1.
=============== ROAD AND DRAINAGE ============
01. REVISE THE TITLE OF SHEET 3 TO DELETE MS-19, CORRECT IN
THE INDEX ON THE COVER SHEET.
02. SHOW AND LABEL THE 100-YEAR BACKWATER LIMIT AT 336.21
CREATED BY THE EXISTING DOUBLE 24-INCH CULVERTS UNDER
W. HUGUENOT ROAD ON SHEET 2.
02. SHOW AND LABEL THE 100-YEAR FLOODPLAIN LIMITS THAT
ENCROACH ON TO LOT 1 AND LABEL THE LOT WITH A MINIMUM
FINISHED FLOOR ELEVATION FOR FLOODPLAIN LABEL.
03. INCLUDE IN THE TWO DRIVEWAY CULVERT NOTE RCP CLASS III
ON SHEET 2.
04. INCLUDE A NORTH ARROW AND A SCALE ON THE PLAN VIEW
ON SHEET 2.
05. PROVIDE AN OVERLAND FLOW PATH ON SHEET 3.
06. PLEASE PROVIDE A WRITTEN RESPONSE TO THESE COMMENTS
WITH YOUR NEXT PLAN SUBMITTAL. DESIGN, DETAIL, AND
CALCULATIONS REQUIRED BY THE ABOVE COMMENTS WILL BE
SUBJECT TO FURTHER REVIEW.
---- END OF ENV. ENG. COMMENTS ----
F
============================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : LYNDA GILBERTSON, P.E. / 706-2116
NAME OF PLAN : BIG OAK SECTION A
SITE PLAN NO. : 17CP0015
ORININAL PLAN DATE : JULY 5, 2016
DEPT. REC'D DATE : SEPTEMBER 22, 2016
SUBMITTAL NUMBER : TWO
REVIEW DATE : SEPTEMBER 28, 2016
RECOMMENDATION : APPROVED
TABLE REVISION : YES
RESPONSIBILITY FOR COMPLIANCE TO CHESTERFIELD COUNTY
STANDARDS AND POLICIES AND STATE AND FEDERAL REGULATIONS
WILL BE PLACED ON THE PROFESSIONAL ENGINEER WHO SIGNS
AND SEALS THE CONSTRUCTION PLANS APPROVAL.
THIS OFFICE RECOGNIZES THAT 10-YEAR PRE/POST
REQUIREMENTS FOR FLOOD PROTECTION CAN BE ADDRESSED BY
THE ONE-PERCENT LIMITS OF ANALYSIS.
THOUGH THIS PROJECT IS NOT SUBJECT TO THE PRELIMINARY
(TENTATIVE) PROCESS SINCE IT FALLS UNDER THE 50-LOT
THRESHOLD, PLEASE BE ADVISED THAT ALL STANDARD
CONDITIONS PER SECTION 17-62 OF THE COUNTY ORDINANCE
STILL APPLY.
======== EROSION CONTROL ============
01. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A. AN EROSION AND SEDIMENT CONTROL BOND IN THE AMOUNT OF
$525.00 MUST BE POSTED.
B. AN PERMANENT IMPROVEMENT BOND FOR AN APPROVED
AMOUNT MUST BE POSTED FOR THE PAVED TRAPEZOIDAL DITCH
WITHIN THE DRAINAGE EASEMENT.
C. TWO ADDITIONAL SETS OF PLANS TO BE STAMPED "APPROVED
FOR CONSTRUCTION" MUST RECEIVED.

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