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Subdivision Review Comments
All Subdivision Review Comments for Case # 09TS0320




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.

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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: 09TS0320 STATUS: PENDING APPROVAL
PROJECT NAME: KINGSLAND PARK - LAST INTERNET UPDATE: 11/21/17
SUBMITTAL TYPE: TENTATIVE SUBDIVISION
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 03 09/25/12 10/16/12 COMPLETE 10/17/12 LDP 748-1028
FIRE DEPT.--: 03 09/25/12 10/16/12 AMENDED* 10/16/12 JKL 748-1489
HOUSE NUMBER: 03 09/25/12 10/16/12 ******** ********
MAPPING/GIS-: 03 09/25/12 10/16/12 ******** ********
PLANNING----: 03 09/25/12 10/16/12 COMPLETE 10/23/12 JHL 751-4158
PARKS & REC.: 03 09/25/12 10/16/12 ******** ********
SCHOOL BOARD: 03 09/25/12 10/16/12 ******** ********
SOILS-------: 03 09/25/12 10/16/12 ******** ********
TRANSPORT.--: 03 09/25/12 10/16/12 COMPLETE 10/03/12 LWC 768-7386
UTIL.PLAN.--: 03 09/25/12 10/16/12 AMENDED* 09/28/12 TVM 751-4435
UTILITIES---: 03 09/25/12 10/16/12 ******** ********
UTIL.R.O.W.-: 03 09/25/12 10/16/12 ******** ********
VDOT--------: 03 09/25/12 10/16/12 ******** ********
REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE # : TERRY MAPLES 751-4435
PLAN NAME: KINGSLAND PARK
PLAN NUMBER: 09TS0320
ORIGINAL PLAN DATE: 6/26/09
REVIEW DATE: 9/28/12
LATEST SUBMISSION DATE:9/20/12
SUBMITTAL NUMBER: 4
STATUS: APPROVED
1. IT WILL BE THE RESPONSIBILITY OF THE SUB DIVIDER TO
MAKE CERTAIN, BY WHATEVER MEANS NECESSARY,
(I.E., ON-SITE WATER LINE LOOPING OR OFF-SITE
WATER LINE EXTENSIONS, ETC.) THAT THE DEMANDS
GENERATED BY THE PROPOSED PROJECT DO NOT
ADVERSELY AFFECT ANY PORTION OF THE PRESSURE
ZONE THE PROJECT IS LOCATED WITHIN AND THAT
THE ADDITION OF THIS PROJECT WILL NOT CAUSE ANY
AREA WITHIN THE PRESSURE ZONE TO FAIL TO COMPLY
WITH THE CHESTERFIELD COUNTY FIRE DEPARTMENT'S
REQUIRED FIRE FLOW OF 1000 GPM AT 20 PSI
RESIDUAL. (U)
2. THIS OFFICE MAY REQUIRE REDESIGN OR MODIFICATIONS
TO THE PROPOSED SEWER LAYOUT, AS SHOWN ON THE LATEST
TENTATIVE PLAN, ONCE THE FIELD WORK, GRADING PLAN
AND FINAL DESIGN HAS BEEN COMPLETED BY THE ENGINEER
AND SHOWN ON INITIAL CONSTRUCTION PLAN SUBMITTAL FOR
REVIEW AND APPROVAL. (U)
3. APPROVAL OF THE TENTATIVE SUBDIVISION IS NOT AN
APPROVAL OF THE WATER AND/OR SEWER LAYOUT AS SHOWN
ON THE SUBDIVIDER'S TENTATIVE SUBDIVISION PLAT. THE
REVIEW OF THE TENTATIVE WATER AND/OR SEWER LAYOUT IS
BEING PERFORMED TO IDENTIFY ANY POTENTIAL
CONTROVERSIAL PROBLEMS. THE SUBDIVIDER
UNDERSTANDS THAT AS THE FINAL DETAILS OF THE PROPOSED
DEVELOPMENT ARE REVIEWED, THE UTILITIES DEPARTMENT
MAY REQUIRE CHANGES TO THE ORIGINAL LAYOUT AS
DEEMED IN THE BEST INTEREST OF THE COUNTY, WHICH
ULTIMATELY BENEFITS THE DEPARTMENT'S CUSTOMERS AS
USERS OF THE PUBLIC WATER/SEWER SYSTEMS. (U)
REVIEW DEPARTMENT: TRANSPORTATION
REVIEWER/PHONE #: LOUIS CORDE / 768-7386
PLAN NAME: KINGSLAND PARK
PLAN NUMBER: 09TS0320
ORIGINAL PLAN DATE: 06/26/09
REVIEW DATE: 07/20/09 6/30/09
LATEST SUBMISSION DATE: 06/26/09
SUBMITTAL NUMBER: 1
STATUS: NOT APPROVED - SEE COMMENT
THE TRANSPORTATION DEPARTMENT HAS THE FOLLOWING COMMENTS:
PLEASE LABEL KINGSLAND ROAD AS A 90 FOOT URBAN MINOR
ARTERIAL WITH A DESIGN SPEED OF 50 MPH AND A DESIGN VOLUME
OF 4,000 VPD. (T)
============================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: JESSE W. SMITH, P.E. (804)748-1998
NAME OF PLAN: KINGSLAND PARK
CASE NUMBER: 09TS0320
LATEST PLAN DATE: 03/23/11
DEPT. REC'D. DATE: 03/29/11
SUBMITTAL NUMBER: TWO
REVIEW DATE: 04/15/11
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
1. PER PROFFERED CONDITION 9.A OF CASE 05SN0310, FORTY
FIVE FEET OF RIGHT OF WAY MEASURED FROM A REVISED
CENTERLINE ALONG KINGSLAND ROAD ADJACENT TO THE PROPERTY
SHALL BE DEDICATED IN CONJUNCTION WITH RECORDATION OF
THE INITIAL SUBDIVISION PLAT. SHOW THIS DEDICATION AND THE
REVISED CENTERLINE ON THE PLAT.
2. PLEASE NOTE PROFFERED CONDITION 12 THAT REQUIRES
IMPROVEMENTS TO KINGSLAND ROAD ADJACENT TO PARCEL 2
IDENTIFIED IN ZONING CASE 05SN0310.
============================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: JESSE W. SMITH, P.E. (804)748-1998
NAME OF PLAN: KINGSLAND PARK
CASE NUMBER: 09TS0320
LATEST PLAN DATE: 09/28/11
DEPT. REC'D. DATE: 10/05/11
SUBMITTAL NUMBER: THREE
REVIEW DATE: 10/21/11
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
1. PER PROFFERED CONDITION 9.A OF CASE 05SN0310, FORTY
FIVE FEET OF RIGHT OF WAY MEASURED FROM A REVISED
CENTERLINE ALONG KINGSLAND ROAD ADJACENT TO THE PROPERTY
SHALL BE DEDICATED IN CONJUNCTION WITH RECORDATION OF
THE INITIAL SUBDIVISION PLAT. SHOW THIS DEDICATION AND THE
REVISED CENTERLINE ON THE PLAT. THE DEDICATION MUST ALSO
TAKE PLACE ALONG KINGSLAND ROAD ADJACENT TO LOT 96. PLEASE
PROVIDE ME WITH THE PROPOSED REVISED CENTERLINE BEFORE
RESUBMITTING THE PLAT.
============================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: JESSE W. SMITH, P.E. (804)748-1998
NAME OF PLAN: KINGSLAND PARK
CASE NUMBER: 09TS0320
LATEST PLAN DATE: 09/20/12
DEPT. REC'D. DATE: 09/26/12
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 10/03/12
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
============================================================
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : AMY SOMERVELL / 751-4321
PLAN NAME : KINGSLAND PARK
PLAN NUMBER : 09TS0320
ORIGINAL PLAN DATE : 6-26-09
REVIEW DATE : 7-13-09
LATEST SUBMISSION DATE : 6-26-09
SUBMITTAL NUMBER : 1
STATUS : CORRECTIONS REQUIRED
CURRENT PLAT DOES NOT REFLECT LOT 96, WHICH WOULD BE THE
PARCEL 1 ALLOWED FOR STOCK FARM USE. THIS AREA MUST BE
INCLUDED
SEVERAL PARCELS AND ACREAGES CONFLICT WITH OUR GIS MAPS.
PLEASE WORK WITH MAPPING TO RESOLVE THIS ISSUE
THE SOUTHWEST PORTION OF THE PLAT (BMP AREA ADJACENT TO LOTS
12 AND 13 LOOKS TO BE A 'HOLE' IN OUR RECORDS. DO YOU OWN
THIS PROPERTY? IS THIS OFFICIALLY INCLUDED IN YOUR ACREAGE
AND TAX ID'S? THIS MUST BE RESOLVED.
WHERE DOES THE 288 SOUND/NOISE SETBACK AFFECT THIS PROJECT?
APPEARS TO BE MISSING FROM THE SOUTHERN PORTION OF THIS PLAT
CLEARLY SHOW THE LARGE VIRGINIA POWER EASEMENT. CONDITION
NUMBER 5 REQUIRES A MINIMUM OF 12,00 LOT AREA EXCLUSIVE OF
ANY EASEMENT EXCESSIVE OF 50' IN WIDTH. THIS MAY AFFECT
SEVERAL LOTS TO INCLUDE BUT NOT LIMITED TO 96,72,83,33,32,
84,89,90 AND 91....
A 20' BUFFER IS REQUIRED AT THE STUB OF SOURWOOD LANE
ADJACENT TO LOTS 33 AND 34 TO PREVENT DOUBLE LOT FRONTAGE.
IS PROPOSED LOT 96 PT OF THE EXISTING SUBDIVISION KINGLSLAND
WOODS? IF SO THIS SHOULD INCLUDE A RESUBDIVISION? WHAT IS
THE BOUNDARY - IT IS NOT CLEAR.
THE SOUTHERN BOUNDARY IS NOT CLEAR AND MISSING MEETS AND
BOUNDS.
LABEL THE REQUIRED 50' BUFFER ALONG KINGSLAND ROAD TO
INCLUDE THE PORTION ON PARCEL 1.
THE EXISTING DRIVEWAYS ON PROPOSED LOT 62 (SHOULD READ 52 -
MIS-NUMBERED) MUST BE REMOVED AND PLANTING REPLACED IN
ACCORDANCE WITH 17-70
FACILITIES ON PARCEL 1 MUST BE SHOWN TO VERIFY COMPLIANCE
WITH ZONING CONDITIONS
CORRECT THE NUMBER OF LOTS ON THE PLAT
IF THE STRUCTURES A NOT BEING REMOVED ON PROPSED LOT 62
SHOULD READ 52) - PROVIDE SETBACKS FOR ALL TO VERIFY THEY
MEET ORDINANCE REQUIREMENTS.
PLACE A NOTE ON THE FINAL CHECK AND RECORD PLAT STATING THE
BUFFER IS EXCLUSIVE OF EASEMENTS AND YARD REQUIREMENTS. (P
HOMEOWNERS ASSOCIATION WITH MANDATORY MEMBERSHIP WILL
BE REQUIRED. OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF
THE ASSOCIATION SHALL BE STATED ON ALL FINAL CHECK AND RECOR
PLATS. THE SUBDIVIDER SHALL SUBMIT DRAFT BYLAWS AND
COVENANTS OF THE ASSOCIATION TO THE PLANNING DEPARTMENT
AND COUNTY ATTORNEY'S OFFICE IN CONJUNCTION WITH THE FINAL
CHECK PLAT. THE SUBDIVIDER SHALL ALSO INCORPORATE THE
ASSOCIATION WITH THE STATE CORPORATION COMMISSION. THE
APPROVED BYLAWS AND COVENANTS SHALL BE RECORDED PRIOR TO
OR IN CONJUNCTION WITH THE RECORD PLAT. THE RECORDATION
INFORMATION SHALL BE SHOWN ON THE FINAL CHECK AND RECORD
PLAT. THE SUBDIVIDER SHALL FUND THE FIRST YEAR OPERATIONAL
EXPENSES OF THE ASSOCIATION AS REQUIRED IN SECTION 19-559.
ALL CONDITIONS AND PROFFERED CONDITIONS OF ZONING CASE
05SN0310 SHALL APPLY TO THE LAND SHOWN WITHIN THIS
APPROVED TENTATIVE. ALL CONSTRUCTION PROFFERS SHALL BE
PLACED ON THE FINAL CHECK AND RECORD PLAT. (P)
IN CONJUNCTION WITH THE SUBMITTAL OF THE FINAL CHECK PLATS,
THE SUBDIVIDER SHALL FLAG ALL BUFFERS FOR INSPECTION BY THE
PLANNING DEPARTMENT. IF INSUFFICIENT VEGETATION EXISTS AS
DETERMINED BY THE PLANNING DEPARTMENT, THE
SUBDIVIDER SHALL SUBMIT A LANDSCAPE PLAN TO THE DIRECTOR
OF PLANNING TO ENSURE COMPLIANCE WITH THIS CONDITION. IF
CONDITIONS ON SITE ARE NOT CONDUCIVE TO PLANT SURVIVAL,
THE SUBDIVIDER SHALL PROVIDE SURETY TO THE COUNTY IN THE
AMOUNT ACCEPTABLE TO THE PLANNING DEPARTMENT REQUIRED
TO IMPLEMENT THE PLAN. AN ESTIMATE FROM A
LANDSCAPE CONTRACTOR SHALL SERVE AS THE BASIS FOR THE SURETY
AMOUNT. ALL BUFFERS SHALL COMPLY WITH SECTION 17-70. (P)
STANDARD CONDITIONS PER SECTION 17-62. (P)
LOTS FRONTING ON THE BULBS OF CUL-DE-SACS SHALL BE DESIGNED
SUCH THAT BUILDING LINES ARE UNIFORM AROUND THE BULB. (P)
IN CONJUNCTION WITH ALL APPLICABLE ROAD CONSTRUCTION, THE
SUBDIVIDER SHALL INSTALL A STANDARD BARRICADE AND PLACE
M 4-6 AND M 4-7 (MANUAL UNIFORM TRAFFIC DEVICES
REFERENCE MANUAL) SIGNS ON SAID BARRICADE AT THE END
OF ALL STUB LOCATIONS. PROVIDE A DETAIL OF THE SIGNS
ON THE BARRICADE DETAIL IN THE CONSTRUCTION PLANS. (P)
ANY CHANGE IN THE CURRENT PLAN WHETHER IT STEM FROM A
DEPARTMENTS COMMENTS OR AN ENGINEERING CHANGE REQUESTED BY
THEAPPLICANT MAY GENERATE ADDITIONAL COMMENTS FROM
REVIEWING DEPARTMENTS RESULTING IN REQUIRED REVISIONS.
PLEASE SUBMIT A RESPONSE LETTER ADDRESSING HOW EACH
COMMENT WAS ADDRESSED AND ADDRESS ANY CHANGES THAT
WAS MADE TO THE PLAT THAT WAS NOT AS A RESULT OF THE
REVIEW COMMENTS.
************************************************************
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : JEFF LAMSON / 751-4158
PLAN NAME : KINGSLAND PARK
PLAN NUMBER : 09TS0320
ORIGINAL PLAN DATE : 6-26-09
REVIEW DATE : 4-15-11
LATEST SUBMISSION DATE : 3-23-11
SUBMITTAL NUMBER : 2
STATUS : CORRECTIONS REQUIRED
1. AS PREVIOUSLY REQUESTED SEVERAL PARCELS AND ACREAGES
CONFLICT WITH OUR GIS MAPS.
PLEASE WORK WITH MAPPING TO RESOLVE THIS ISSUE. CONTACT
PARKER AT 751-4319
2. AS PREVIOUSLY REQUESTED,
THE SOUTHWEST PORTION OF THE PLAT (BMP AREA ADJACENT TO LOTS
12 AND 13 LOOKS TO BE A 'HOLE' IN OUR RECORDS. DO YOU OWN
THIS PROPERTY? IS THIS OFFICIALLY INCLUDED IN YOUR ACREAGE
AND TAX ID'S? THIS MUST BE RESOLVED.
CONTACT NANCY PARKER AT 751-4319
3. AS PREVIOUSLY REQUESTED,
IS PROPOSED LOT 97 PT OF THE EXISTING SUBDIVISION
WOODS? IF SO THIS SHOULD INCLUDE A RESUBDIVISION? WHAT IS
THE BOUNDARY - IT IS NOT CLEAR.
IT APPEARS THAT THE TRAINGULAR HATCHED AREA BTN LOTS 97
AND 72 IS INTENDED TO BECOME PART OF LOT 97. IF SO, REVISE
PLAT TITLE TO READ "KINGSLAND PARK TENTATIVE INCLUDING
RE-SUB OF LOT 12 OF KINGSLAND WOODS SEC 2." PROVIDE ALL
DIMENSIONS OF PROPOSED LOT 97. GRAPHICALLY CLARIFY BOUNDARY
OF RE-SUB LOT.
4. AS PREVIOUSLY REQUESTED,
THE SOUTHERN BOUNDARY IS NOT CLEAR AND MISSING METES AND
BOUNDS. CLEARLY LABEL METES AND BOUNDS , C.L. OF CREEK AND
LABEL SURVEY TIE LINES.
5. FOR THE REQUIRED 50' BUFFERS ALONG KINGSLAND ROAD TO
BUFFER AS NEEDED TO REFLECT THE REQUIRED RIGHT OF WAY.
PROVIDE NOTE STATING THAT THE BUFFER WILL BE MEASURED FROM
LINE OF REQUIRED RIGHT-OF WAY DEDICATION.
6. AS PREVIOUSLY REQUESTED, FACILITIES ON PARCEL 1 MUST BE
SHOWN TO VERIFY COMPLIANCE WITH ZONING CONDITIONS.
DARKEN EXISITING STRUCTURES TO IMPROVE CLARITY.
7. AS PREVIOUSLY REQUESTED IF THE STRUCTURES ARE NOT
BEING REMOVED ON PROPOSED LOT 52 PROVIDE SETBACKS FOR
ALL TO VERIFY THEY MEET ORDINANCE REQUIREMENTS.
CONSULTANT RESPONSE NOTES THAT THE MAIN BULDING IS IN
COMPLIANCE WITH SETBACKS.
BUILDING SETBACKS MUST ALSO BE MET FOR THE EXISITNG
STRUCTURE. OR A VARIANCE MUST BE OBTAINED PRIOR TO
RECORDATION.
NOTES:
A. PLACE A NOTE ON THE FINAL CHECK AND RECORD PLAT
STATING THE BUFFER IS EXCLUSIVE OF EASEMENTS AND YARD
REQUIREMENTS. (P
B. HOMEOWNERS ASSOCIATION WITH MANDATORY MEMBERSHIP
WILL BE REQUIRED. OWNERSHIP AND MAINTENANCE
RESPONSIBILITIES OF THE ASSOCIATION SHALL BE STATED ON
ALL FINAL CHECK AND RECOR PLATS. THE SUBDIVIDER SHALL
SUBMIT DRAFT BYLAWS AND COVENANTS OF THE ASSOCIATION
TO THE PLANNING DEPARTMENT AND COUNTY ATTORNEY'S
OFFICE IN CONJUNCTION WITH THE FINAL CHECK PLAT. THE
SUBDIVIDER SHALL ALSO INCORPORATE THE ASSOCIATION WITH
THE STATE CORPORATION COMMISSION. THE APPROVED BYLAWS
AND COVENANTS SHALL BE RECORDED PRIOR TO OR IN
CONJUNCTION WITH THE RECORD PLAT. THE RECORDATION
INFORMATION SHALL BE SHOWN ON THE FINAL CHECK AND RECORD
OPERATIONAL EXPENSES OF THE ASSOCIATION AS REQUIRED IN
SECTION 19-559.
C. ALL CONDITIONS AND PROFFERED CONDITIONS OF ZONING
CASE 05SN0310 SHALL APPLY TO THE LAND SHOWN WITHIN THIS
APPROVED TENTATIVE. ALL CONSTRUCTION PROFFERS SHALL BE
PLACED ON THE FINAL CHECK AND RECORD PLAT. (P)
D. IN CONJUNCTION WITH THE SUBMITTAL OF THE FINAL CHECK
PLATS, THE SUBDIVIDER SHALL FLAG ALL BUFFERS FOR
INSPECTION BY THE PLANNING DEPARTMENT. IF INSUFFICIENT
VEGETATION EXISTS AS DETERMINED BY THE PLANNING
DEPARTMENT, THE SUBDIVIDER SHALL SUBMIT A LANDSCAPE
PLAN TO THE DIRECTOR OF PLANNING TO ENSURE COMPLIANCE
WITH THIS CONDITION. IF CONDITIONS ON SITE ARE NOT
CONDUCIVE TO PLANT SURVIVAL, THE SUBDIVIDER SHALL
PROVIDE SURETY TO THE COUNTY IN THE AMOUNT ACCEPTABLE
TO THE PLANNING DEPARTMENT REQUIRED TO IMPLEMENT THE
PLAN. AN ESTIMATE FROM A LANDSCAPE CONTRACTOR SHALL
SERVE AS THE BASIS FOR THE SURETY AMOUNT. ALL BUFFERS
SHALL COMPLY WITH SECTION 17-70. (P)
E. STANDARD CONDITIONS PER SECTION 17-62. (P)
F. LOTS FRONTING ON THE BULBS OF CUL-DE-SACS SHALL BE
DESIGNED SUCH THAT BUILDING LINES ARE UNIFORM AROUND
THE BULB. (P)
G. IN CONJUNCTION WITH ALL APPLICABLE ROAD
CONSTRUCTION, THE SUBDIVIDER SHALL INSTALL A STANDARD
BARRICADE AND PLACE M 4-6 AND M 4-7 (MANUAL UNIFORM
TRAFFIC DEVICES REFERENCE MANUAL) SIGNS ON SAID
BARRICADE AT THE END OF ALL STUB LOCATIONS. PROVIDE A
DETAIL OF THE SIGNS ON THE BARRICADE DETAIL IN THE
CONSTRUCTION PLANS. (P)
H. ANY CHANGE IN THE CURRENT PLAN WHETHER IT STEM FROM
A DEPARTMENTS COMMENTS OR AN ENGINEERING CHANGE
REQUESTED BY THEAPPLICANT MAY GENERATE ADDITIONAL
COMMENTS FROM REVIEWING DEPARTMENTS RESULTING IN
REQUIRED REVISIONS.
I. PLEASE SUBMIT A RESPONSE LETTER ADDRESSING HOW EACH
COMMENT WAS ADDRESSED AND ADDRESS ANY CHANGES THAT
HAVE BEEN MADE TO THE PLAT THAT WERE NOT A RESULT OF THE
REVIEW COMMENTS.
************************************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE # : JEFF LAMSON / 751-4158
PLAN NAME : KINGSLAND PARK
PLAN NUMBER : 09TS0320
ORIGINAL PLAN DATE : 6-26-09
REVIEW DATE : 10-24-11
LATEST SUBMISSION DATE : 9-30-11
SUBMITTAL NUMBER : 3
STATUS : CORRECTIONS REQUIRED
1. AS PREVIOUSLY REQUESTED SEVERAL PARCELS AND ACREAGES
CONFLICT WITH OUR GIS MAPS.
PLEASE WORK WITH MAPPING TO RESOLVE THIS ISSUE. CONTACT
PARKER AT 751-4319
ALSO THE APPLICATION MAY NEED TO BE REVISED TO REFLECT
CORRECT ACREAGES FOR THE FOLLOWING PARCELS:
798-670-6772:
APPLICATION ACREAGE = 49.95 AC ;
GIS ACREAGE = 30.21 AC
780-671-1301:
APPLICATION ACREAGE = 4.79 AC ;
GIS ACREAGE = 21.54 AC
THE APPLICATION FOR THESE PARCELS ALSO INDICATES PARTIAL
PARCELS, BUT THE TENTATIVE PLAT INCLUDES THE ENTIRE PARCEL.
PLEASE ADVISE AND CORRECT THE APPLICATION AS NEEDED.
2. AS PREVIOUSLY REQUESTED,
THE SOUTHWEST PORTION OF THE PLAT, BMP AREA ADJACENT TO LOTS
12 AND 13, IS NOT IDENTIFIED IN OUR GIS RECORDS. DO YOU OWN
THIS PROPERTY? IS THIS OFFICIALLY INCLUDED IN YOUR ACREAGE
AND TAX ID'S? THIS MUST BE RESOLVED.
CONTACT NANCY PARKER AT 751-4319
ON THE OVERALL PLAN CLARIFY THE BOUNDARY OF THE TENTATIVE
AND PROVIDE METES AND BOUNDS OF THE SOUTHEASTERN-MOST LINE
OF THE TENTATIVE ( ADJACENT TO WRIGHT, TOWERS, WILLIAMS AND
LYNE PROPERTIES).
3. AS PREVIOUSLY REQUESTED,
THE SOUTHERN BOUNDARY IS NOT CLEAR AND MISSING METES AND
BOUNDS. CLEARLY LABEL METES AND BOUNDS , C.L. OF CREEK AND
LABEL SURVEY TIE LINES. ADD METES AND BOUNDS AS NOTED IN
COMMENT 2 ABOVE
4. ON PROPOSED LOT 52 BUILDING SETBACKS MUST ALSO BE MET FOR
ALL EXISITNG STRUCTURES. PROVIDE NOTE THAT A VARINACE MUST
OBATINED FOR THE ACCESSORY BUILDING PRIOR TO RECORDATION.
LIVESTOCK IS NOT A PERMITTED USE SO RE-LABEL THE "BARN" FOR
IT'S INTENDED USE.
5 . NOTE : AT THE TIME OF FINAL CHECK AND RECORD PLAT , A
SIMULTANEUOUSLY FINAL CHECK AND RECORDATION FOR THE RE-SUB
OF LOT 12 OF KINGSLAND WOODS SEC 2 WILL BE REQUIRED.
NOTES:
A. PLACE A NOTE ON THE FINAL CHECK AND RECORD PLAT
STATING THE BUFFER IS EXCLUSIVE OF EASEMENTS AND YARD
REQUIREMENTS. (P)
B. HOMEOWNERS ASSOCIATION WITH MANDATORY MEMBERSHIP
WILL BE REQUIRED. OWNERSHIP AND MAINTENANCE
RESPONSIBILITIES OF THE ASSOCIATION SHALL BE STATED ON
ALL FINAL CHECK AND RECOR PLATS. THE SUBDIVIDER SHALL
SUBMIT DRAFT BYLAWS AND COVENANTS OF THE ASSOCIATION
TO THE PLANNING DEPARTMENT AND COUNTY ATTORNEY'S
OFFICE IN CONJUNCTION WITH THE FINAL CHECK PLAT. THE
SUBDIVIDER SHALL ALSO INCORPORATE THE ASSOCIATION WITH
THE STATE CORPORATION COMMISSION. THE APPROVED BYLAWS
AND COVENANTS SHALL BE RECORDED PRIOR TO OR IN
CONJUNCTION WITH THE RECORD PLAT. THE RECORDATION
INFORMATION SHALL BE SHOWN ON THE FINAL CHECK AND RECORD
OPERATIONAL EXPENSES OF THE ASSOCIATION AS REQUIRED IN
SECTION 19-559.
C. ALL CONDITIONS AND PROFFERED CONDITIONS OF ZONING
CASE 05SN0310 SHALL APPLY TO THE LAND SHOWN WITHIN THIS
APPROVED TENTATIVE. ALL CONSTRUCTION PROFFERS SHALL BE
PLACED ON THE FINAL CHECK AND RECORD PLAT. (P)
D. IN CONJUNCTION WITH THE SUBMITTAL OF THE FINAL CHECK
PLATS, THE SUBDIVIDER SHALL FLAG ALL BUFFERS FOR
INSPECTION BY THE PLANNING DEPARTMENT. IF INSUFFICIENT
VEGETATION EXISTS AS DETERMINED BY THE PLANNING
DEPARTMENT, THE SUBDIVIDER SHALL SUBMIT A LANDSCAPE
PLAN TO THE DIRECTOR OF PLANNING TO ENSURE COMPLIANCE
WITH THIS CONDITION. IF CONDITIONS ON SITE ARE NOT
CONDUCIVE TO PLANT SURVIVAL, THE SUBDIVIDER SHALL
PROVIDE SURETY TO THE COUNTY IN THE AMOUNT ACCEPTABLE
TO THE PLANNING DEPARTMENT REQUIRED TO IMPLEMENT THE
PLAN. AN ESTIMATE FROM A LANDSCAPE CONTRACTOR SHALL
SERVE AS THE BASIS FOR THE SURETY AMOUNT. ALL BUFFERS
SHALL COMPLY WITH SECTION 17-70. (P)
E. STANDARD CONDITIONS PER SECTION 17-62. (P)
F. LOTS FRONTING ON THE BULBS OF CUL-DE-SACS SHALL BE
DESIGNED SUCH THAT BUILDING LINES ARE UNIFORM AROUND
THE BULB. (P)
G. IN CONJUNCTION WITH ALL APPLICABLE ROAD
CONSTRUCTION, THE SUBDIVIDER SHALL INSTALL A STANDARD
BARRICADE AND PLACE M 4-6 AND M 4-7 (MANUAL UNIFORM
TRAFFIC DEVICES REFERENCE MANUAL) SIGNS ON SAID
BARRICADE AT THE END OF ALL STUB LOCATIONS. PROVIDE A
DETAIL OF THE SIGNS ON THE BARRICADE DETAIL IN THE
CONSTRUCTION PLANS. (P)
H. ANY CHANGE IN THE CURRENT PLAN WHETHER IT STEM FROM
A DEPARTMENTS COMMENTS OR AN ENGINEERING CHANGE
REQUESTED BY THEAPPLICANT MAY GENERATE ADDITIONAL
COMMENTS FROM REVIEWING DEPARTMENTS RESULTING IN
REQUIRED REVISIONS.
I. PLEASE SUBMIT A RESPONSE LETTER ADDRESSING HOW EACH
COMMENT WAS ADDRESSED AND ADDRESS ANY CHANGES THAT
HAVE BEEN MADE TO THE PLAT THAT WERE NOT A RESULT OF THE
REVIEW COMMENTS.
*********************************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE # : JEFF LAMSON / 751-4158
PLAN NAME : KINGSLAND PARK
PLAN NUMBER : 09TS0320
ORIGINAL PLAN DATE : 6-26-09
REVIEW DATE : 10-22-12
LATEST SUBMISSION DATE : 9-24-12
SUBMITTAL NUMBER : 4
STATUS : APPROVED
CONDITONS OF TENTATIVE APPROVAL:
1. A VARIANCE TO THE FRONT YARD SETBACK MUST BE
OBTAINED FOR THE ACCESSORY BUILDING PROPOOSED LOT 52
PRIOR TO RECORD PLAT RECORDATION.
2. AT THE TIME OF FINAL CHECK AND RECORD PLAT, A
SIMULTANEUOUS FINAL CHECK AND RECORDATION FOR THE
RE-SUB OF LOT 12 OF KINGSLAND WOODS SEC 2 WILL BE
REQUIRED.
NOTES:
A. PLACE A NOTE ON THE FINAL CHECK AND RECORD PLAT
STATING THE BUFFER IS EXCLUSIVE OF EASEMENTS AND YARD
REQUIREMENTS. (P)
B. HOMEOWNERS ASSOCIATION WITH MANDATORY MEMBERSHIP
WILL BE REQUIRED. OWNERSHIP AND MAINTENANCE
RESPONSIBILITIES OF THE ASSOCIATION SHALL BE STATED ON
ALL FINAL CHECK AND RECOR PLATS. THE SUBDIVIDER SHALL
SUBMIT DRAFT BYLAWS AND COVENANTS OF THE ASSOCIATION
TO THE PLANNING DEPARTMENT AND COUNTY ATTORNEY'S
OFFICE IN CONJUNCTION WITH THE FINAL CHECK PLAT. THE
SUBDIVIDER SHALL ALSO INCORPORATE THE ASSOCIATION WITH
THE STATE CORPORATION COMMISSION. THE APPROVED BYLAWS
AND COVENANTS SHALL BE RECORDED PRIOR TO OR IN
CONJUNCTION WITH THE RECORD PLAT. THE RECORDATION
INFORMATION SHALL BE SHOWN ON THE FINAL CHECK AND RECORD
OPERATIONAL EXPENSES OF THE ASSOCIATION AS REQUIRED IN
SECTION 19-559.
C. ALL CONDITIONS AND PROFFERED CONDITIONS OF ZONING
CASE 05SN0310 SHALL APPLY TO THE LAND SHOWN WITHIN THIS
APPROVED TENTATIVE. ALL CONSTRUCTION PROFFERS SHALL BE
PLACED ON THE FINAL CHECK AND RECORD PLAT. (P)
REVIEW DEPARTMENT: FIRE DEPARTMENT
REVIEWER / PHONE#: KIM LESTER, 748-1489
NAME OF PLAN: KINGSLAND PARK: 09TS0320
LATEST PLAN DATE: 06/26/09
DEPARTMENT RECEIVED DATE: 07/02/09
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 07/22/09
COMMENTS:
NOTE: HYDRANT REQUIREMENTS AND LOCATIONS SHOWN ON THE
TENTATIVE PLAN MAY NOT BE ACCEPTABLE. HYDRANT(S) REQUIRED
AND THEIR LOCATION WILL BE EVALUATED AT THE TIME OF
CONSTRUCTION PLAN REVIEW.
NOTE: COMPLIANCE WITH 17-76 OF THE SUBDIVISION ORDINANCE
IN THE CHESTERFIELD COUNTY CODE SHALL BE MAINTAINED
AT ALL TIMES.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE DEPARTMENT
REVIEWER / PHONE#: KIM LESTER, 748-1489
NAME OF PLAN: KINGSLAND PARK: 09TS0320
LATEST PLAN DATE: 03/23/11
DEPARTMENT RECEIVED DATE: 03/29/11
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 03/30/11
COMMENTS:
NOTE: HYDRANT REQUIREMENTS AND LOCATIONS SHOWN ON THE
TENTATIVE PLAN MAY NOT BE ACCEPTABLE. HYDRANT(S) REQUIRED
AND THEIR LOCATION WILL BE EVALUATED AT THE TIME OF
CONSTRUCTION PLAN REVIEW.
NOTE: COMPLIANCE WITH 17-76 OF THE SUBDIVISION ORDINANCE
IN THE CHESTERFIELD COUNTY CODE SHALL BE MAINTAINED
AT ALL TIMES.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE DEPARTMENT
REVIEWER / PHONE#: KIM LESTER, 748-1489
NAME OF PLAN: KINGSLAND PARK: 09TS0320
LATEST PLAN DATE: 09/28/11
DEPARTMENT RECEIVED DATE: 10/04/11
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 10/26/11
COMMENTS:
NOTE: HYDRANT REQUIREMENTS AND LOCATIONS SHOWN ON THE
TENTATIVE PLAN MAY NOT BE ACCEPTABLE. HYDRANT(S) REQUIRED
AND THEIR LOCATION WILL BE EVALUATED AT THE TIME OF
CONSTRUCTION PLAN REVIEW.
NOTE: COMPLIANCE WITH 17-76 OF THE SUBDIVISION ORDINANCE
IN THE CHESTERFIELD COUNTY CODE SHALL BE MAINTAINED
AT ALL TIMES.
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE DEPARTMENT
REVIEWER / PHONE#: KIM LESTER, 748-1489
NAME OF PLAN: KINGSLAND PARK: 09TS0320
LATEST PLAN DATE: 09/20/12
DEPARTMENT RECEIVED DATE: 09/25/12
SUBMITTAL NUMBER: 4TH REVIEW
REVIEW DATE: 10/16/12
COMMENTS:
NOTE: HYDRANT REQUIREMENTS AND LOCATIONS SHOWN ON THE
TENTATIVE PLAN MAY NOT BE ACCEPTABLE. HYDRANT(S) REQUIRED
AND THEIR LOCATION WILL BE EVALUATED AT THE TIME OF
CONSTRUCTION PLAN REVIEW.
NOTE: COMPLIANCE WITH 17-76 OF THE SUBDIVISION ORDINANCE
IN THE CHESTERFIELD COUNTY CODE SHALL BE MAINTAINED
AT ALL TIMES.
PLAN NAME: KINGSLAND PARK
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE: L. D. PRITCHARD, JR. / 748-1028
PLAN NUMBER: 09TS0320
ORIGINAL PLAN DATE: JUNE 26, 2009
LATEST SUBMISSION DATE: JUNE 26, 2009
REVIEW DATE: AUGUST 11, 2009
SUBMITTAL NUMBER: 1
STATUS: REVISIONS REQUESTED
THE ENVIRONMENTAL ENGINEERING DEPARTMENT PRESENTS
THE FOLLOWING PRELIMINARY COMMENTS AND OBSERVATIONS
PERTAINING TO THE ABOVE REFERENCED TENTATIVE PLAN DATED
JUNE 26, 2009, RECEIVED BY THE PLANNING DEPARTMENT ON
JUNE 26, 2009 AND BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT ON JUNE 30, 2009.
WITH RESPECT TO ROAD NAMES, THE RICHMOND REGIONAL
PLANNING DISTRICT COMMISSION ROAD NAME APPROVAL SHEETS
COULD NOT BE LOCATED IN THE SUBMITTAL PACKAGE. PLEASE
ADDRESS. SINCE IT IS MERELY A CUL-DE-SAC, KINGSLAND PARK
LANE SHOULD BE KINGSLAND PARK TERRACE. THE CUL-DE-SAC
SURROUNDED BY LOTS 22 THROUGH 30 NEEDS A COMPLETELY NEW
NAME. THE "TERRACE" ROAD NAME IS FINE FOR THIS CUL-DE-SAC.
ROAD NAME DUPLICATIONS MAY ONLY OCCUR THREE TIMES.
PLEASE CLEARLY IDENTIFY AND PROVIDE THE WIDTH OF THE EXISTIN
MAJOR VIRGINIA POWER EASEMENT TRAVERSING THE PROJECT.
PLEASE PROVIDE AN OVERALL CONCEPTUAL PLAN WHICH WILL
PORTRAY THE PROJECT AT A SCALE THAT CAN BE SEEN ON A SINGLE
SHEET.
THE GRAPHICS WITH RESPECT TO WETLANDS IS CONFUSING.
WETLANDS APPEAR TO BE IDENTIFIED THROUGH A COMBINATION OF
CROSS HATCHING AND TIC MARKS. THE NORMAL CONVENTION FOR
TOWNES SITE ENGINEERING PORTRAYAL OF WETLANDS ON
TENTATIVES IS THAT THE WETLAND AREAS ARE LIGHTLY SHADED AND
THE AREAS OF WETLANDS TO BE IMPACTED WOULD BE CROSS
HATCHED. PLEASE PROVIDE A LEGEND WHICH CLARIFIES THE
GRAPHICS AND USE A UNIFORM GRAPHIC FOR THE WETLANDS.
PLEASE PROVIDE A COPY OF THE PERENNIALITY DETERMINATION
APPROVAL LETTER ISSUED BY THE OFFICE OF WATER QUALITY. THE
POINTS OF PERENNIAL FLOW ALONG WITH THEIR GPS COORDINATE
VALUES SHOULD BE SHOWN ON THE TENTATIVE PLAT TO ENSURE
PROPER LOCATION OF THE RPA TERMINI. PLEASE ADDRESS.
PLEASE PROVIDE ON THE TENTATIVE PLAT THE SPECIFIC NAME
OF THE INDIVIDUAL WHO PERFORMED THE WETLANDS DELINEATION
SO THAT IT MAY BE CONFIRMED THAT HE OR SHE IS ON THE
APPROVED WETLANDS DELINEATOR LIST AND INDICATE THE STATUS
OF CONFIRMATION OF THE WETLANDS BY THE U.S. ARMY CORPS
OF ENGINEERS.
PLEASE PROVIDE A LETTER FROM THE RECOGNIZED WETLAND
EXPERT REGARDING THE ACCURACY OF THE WETLANDS DELINEATION
PORTRAYED ON THE TENTATIVE PLAT THAT IS THE BASIS FOR THE
RPA-LIMITS ESTABLISHMENT. SUGGESTED WORDING IS, "I HAVE
VIEWED THE TENTATIVE PLAT FOR KINGSLAND PARK DATED
JUNE 26, 2009 BY TOWNES SITE ENGINEERING AND FIND THAT IT
PORTRAYS AN ACCURATE REPRESENTATION OF MY FIELD DELINEATION
OF THE WETLANDS LOCATED ADJACENT TO THE PERENNIAL STREAM.
WITH RESPECT TO CBPA, THE PRELIMINARY CBPA PLAN COULD
NOT BE FOUND IN THE SUBMITTAL PACKAGE. PLEASE ADDRESS. THE
CBPA WORKSHEET CALCULATIONS ARE NOT CONSISTENT WITH
STANDARD CONVENTION FOR CHESTERFIELD COUNTY. IT IS
SUGGESTED THAT JASON WILKINS TOUCH BASE WITH BRIAN
MITCHELL AND/OR AMANDA PENNINGTON OR YOU MAY CALL THIS
WRITER FOR A DISCUSSION OF THE CALCULATION APPROACH AND FOR
THE ESSENTIAL INFORMATION REQUIRED ON A PRELIMINARY CBPA
PLAN.
AN ASSESSMENT OF THE TOPOGRAPHY IN RELATION TO THE LOT
LAYOUT HAS REVEALED SEVERAL AREAS OF STORM WATER
CONCENTRATION WHICH ARE IN POTENTIAL CONFLICT WITH THE
DESIRE NOT TO HAVE STORM DRAINAGE PROBLEMS RELATED TO THE
DEVELOPMENT OF THE HOUSE AND LOT. THESE ARE ENGINEERING
ISSUES WHICH SHOULD BE ADDRESSED BY THE CONSTRUCTION
PLANS AND NOT LEFT TO THE INDIVIDUAL BUILDERS TO DEAL WITH.
THE PHYSICAL "LOW" OF THESE DRAINAGE CORRIDORS SHOULD BE
FIELD LOCATED AND APPROPRIATE ENGINEERING PROPOSALS WITH
RESPECT TO FILLING, GRADING, DRAINAGE STORM SEWERING AND
BUILDING ENVELOPE LOCATIONS SHOULD BE MADE A PART OF THE
CONSTRUCTION PLANS. THESE AREAS ARE AS FOLLOWS:
A. THE DRAINAGE CORRIDOR BEGINNING IN LOT 18, PASSING
THROUGH THE PRIME HOME SITES OF LOTS 17, 16 AND 15, THEN
THROUGH LOTS 14 AND 13 BEFORE REACHING THE BMP.
B. THE DRAINAGE CORRIDOR BEGINNING IN LOT 88, PASSING
THROUGH LOT 85 AND 84 BEFORE REACHING THE WETLANDS.
C. THE DRAINAGE CORRIDOR BEGINNING IN LOT 60, PASSING
THROUGH LOT 61, THROUGH THE PRIME HOME SITE OF LOT 62
AND LOT 63 BEFORE REACHING THE CREEK.
D. THE DRAINAGE CORRIDOR BEGINNING IN LOT 57 AND
PASSING THROUGH LOT 58.
PLEASE SHOW THE 50' PERIMETER YARD AROUND THE BMP.
THE 100' ARROWS PROJECTING FROM THE PERENNIAL STREAMS INTO
THE UPLANDS SHOULD BE CALLED 100' RPA BUFFERS AND THE LINES
RUNNING PARALLEL TO THE PERENNIAL STREAM WOULD BE THE RPA
LIMITS. PLEASE ADDRESS.
THIS PROJECT IS GENERALLY DOWNSTREAM OR DOWN SLOPE OF THE
EXISTING SUBDIVISIONS SURROUNDING IT. AS DIRECTED BY THE
ENVIRONMENTAL ENGINEERING DEPARTMENT, THE DRAINAGE
DESIGN FOR THIS PROJECT WILL INCORPORATE REAR YARD DRAINAGE
DIVERSIONS WHICH WILL PICK UP THIS OFF SITE DEVELOPED
DRAINAGE AND ROUTE IT SUITABLY INTO THE FLOODPLAINS AND RPA
AS OPPOSED TO IT PASSING THROUGH THE PROPOSED LOTS.
PRIOR TO APPROVAL OF THE KINGLAND PARK TENTATIVE, THE
DEVELOPER WILL SUBMIT A LETTER OF ACKNOWLEDGEMENT OF THE
CONDITION REGARDING MASONRY EMBELLISHMENTS WITHIN THE
VDOT CLEAR ZONE. THIS ACKNOWLEDGEMENT IS THE
RESPONSIBILITY OF THE DEVELOPER AND NOT HIS REPRESENTATIVE A
HE IS ULTIMATELY RESPONSIBLE FOR REMOVAL OF HEADWALLS IN ALL
NEW SUBDIVISIONS SHOULD IT BECOME NECESSARY. A DRAFT OF
THAT LETTER IS ENCLOSED FOR YOUR CONVENIENCE.
TENTATIVE CONDITIONS COULD INCLUDE BUT NOT BE LIMITED TO THE
FOLLOWING:
1. THE BMP'S INITIAL, PREDOMINANT WATER-QUALITY FUNCTION
SHALL BE SEDIMENT CONTROL; THE IMPLEMENTATION OF WHICH
SHALL BE COORDINATED WITH THE FIRST PORTION OF THE PROJECT
THAT DRAINS IN ITS DIRECTION.
2. PER SECTION 8-4 OF THE EROSION CONTROL ORDINANCE, PRIOR
TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
ENVIRONMENTAL ENGINEERING DEPARTMENT SHALL REQUIRE
COPIES OF APPLICABLE CORRESPONDENCE FROM THE USACOE SO
THAT IT MAY BE DETERMINED THAT ALL WETLANDS PERMITS HAVE
BEEN RECEIVED.
3. UNLESS OTHERWISE APPROVED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT, THE SPILLWAY STRUCTURE FOR THE WET
POND(S) SHALL BE A CONCRETE WEIR.
4. ANY TIMBERING THAT IS TO OCCUR AS THE FIRST PHASE OF
INFRASTRUCTURE CONSTRUCTION WILL BE INCORPORATED INTO THE
PROJECT'S EROSION-AND-SEDIMENT CONTROL PLAN NARRATIVE AND
WILL NOT COMMENCE UNTIL THE ISSUANCE OF A LAND DISTURBANCE
PERMIT FOR SUBDIVISION CONSTRUCTION AND PROPER INSTALLATION
OF EROSION CONTROL MEASURES.
5. THE USACOE JURISDICTIONAL WETLANDS SHALL BE SHOWN
ON THE CONSTRUCTION PLANS AND SUBDIVISION PLAT
6. APPROVAL OF THE ROAD AND DRAINAGE PLANS BY DOMINION
VIRGINIA POWER COMPANY IN RELATION TO ITS EASEMENT AND
FACILITIES THEREIN IS A PREREQUISITE TO CONSTRUCTION PLAN
APPROVAL BY THE ENVIRONMENTAL ENGINEERING DEPARTMENT.
A QUIT CLAIM TO VDOT OR A SATISFACTORY COMMITMENT
THEREOF BY DOMINION VIRGINIA POWER COMPANY FOR THE
LOCATION WHERE KINGSLAND PARK DRIVE RIGHT-OF WAY WILL
CROSS THE DOMINION VIRGINIA POWER COMPANY EASEMENT
SHALL BE A PREREQUISITE TO SUBDIVISION PLAT RECORDATION.
7. THE DESIGN AND CONSTRUCTION OF THE SWM/BMP THAT
WILL BE A COUNTY MAINTAINED FACILITY SHALL BE SUBJECT TO
INDEPENDENTLY DOCUMENTED GEOTECHNICAL APPROVAL. THE
SERVICES THAT MUST BE PROVIDED BY THE INDEPENDENT
GEOTECHNICAL ENGINEERING FIRM SHALL INCLUDE FULL-TIME
GEOTECHNICAL INSPECTION PAID FOR BY THE DEVELOPER. THAT
FULL-TIME INSPECTION SHALL INCLUDE BUT NOT BE LIMITED TO THE
FOLLOWING:
A. PARTICIPATION/INPUT INTO THE DESIGN PROCESS AS NECESSARY
TO FACILITATE THE APPROVAL PROCESS OF THE INDEPENDENT
GEOTECHNICAL CONSULTANT. OBSERVATION, TESTING AND
DOCUMENTATION OF:
I. SUITABLE SUB-GRADES TO RECEIVE COMPACTED STRUCTURAL
FILL FOR EARTH DAM CONSTRUCTION.
II. THE CUT-OFF TRENCH, SPILLWAY PIPE, DRAINAGE BLANKET,
RISER STRUCTURE, AND CONCRETE CHUTE SPILLWAY SUB-GRADES AS
APPLICABLE TO EVALUATE WHETHER SUITABLE SOIL IS PRESENT AT
BEARING GRADE TO VERIFY PROPER INSTALLATION.
III. REINFORCING STEEL, IF REQUIRED, TO EVALUATE ITS
CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.
8. THE NAME OF THE GEOTECHNICAL PROFESSIONAL WHO WILL
PROVIDE THE GEOTECHNICAL APPROVAL ON THE DAM WILL BE
FURNISHED PRIOR TO THE ISSUANCE OF THE LAND DISTURBANCE
PERMIT.
9. PRIOR TO CONSTRUCTION PLAN APPROVAL, THE ENVIRONMENTAL
ENGINEERING DEPARTMENT MUST HAVE RECEIVED
DOCUMENTATION THAT THE SUB-DIVIDER OR HIS REPRESENTATIVE
HAS NOTIFIED CERTAIN PROPERTY OWNERS DETERMINED BY THE
DEPARTMENT OF THE PROPOSED ADJACENT CONSTRUCTION. THIS
INFORMATION IS PARTICULARLY PERTINENT IN THOSE LOCATIONS
WHERE THE EXISTING TEMPORARY TURN AROUNDS WILL BE ADJUSTED
TO ELIMINATE THE CUL-DE-SAC BULB AND DRIVEWAY ENTRANCES
AND CULVERTS MUST BE ADJUSTED ACCORDINGLY BY THE
DEVELOPER.
10. THE AREAS OF STORM-WATER RUNOFF CONCENTRATION AS
DISCUSSED IN THE ENVIRONMENTAL ENGINEERING DEPARTMENT
TENTATIVE REPORT DATED AUGUST 11, 2009 WILL BE FIELD
LOCATED AND SHOWN ON THE PLANS. THE CONSTRUCTION PLANS
SHALL DESIGNATE THE AFFECTED LOTS WITH AN NBP, AND AN
ENGINEERED STORM SEWER, FILLING, GRADING, AND DRAINAGE
PLAN SHALL BE INCLUDED IN THE CONSTRUCTION PLANS.
11. THE SUB-DIVIDER SHALL POST SIGNS DEMARKING THE LIMITS
OF THE RPA AREA SO BUILDERS AND HOMEOWNERS MAY BE
INFORMED AS TO THE LIMITATIONS IMPOSED ON THESE AREAS.
SPECIFIC PLANS FOR THE EXACT NUMBER AND PLACEMENT OF THE
SIGNS SHALL BE APPROVED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT.
12. THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PROJECT
SHALL CALL FOR THE PLACEMENT OF POLYETHYLENE FENCE OR ITS
EQUIVALENT IN ACCORDANCE WITH STD & SPEC 3.01 OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK ALONG
THE RPA LIMITS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE
PERMIT.
13. BUILDING ENVELOPES AS SHOWN ON THE TENTATIVE PLAN
ALONG WITH ANY OTHER DIRECTED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT SHALL BE PLACED ON THE
CONSTRUCTION PLANS AND SUBDIVISION PLAT.
14. THE ACHIEVEMENT OF ADEQUATE SURFACE DRAINAGE ON LOTS
WILL BE THE RESPONSIBILITY OF THE SUBDIVIDER. THE SALE OF
LOTS DOES NOT ABSOLVE THE SUBDIVIDER FROM THIS
RESPONSIBILITY PRIOR TO STATE ACCEPTANCE OF THE STREETS AND
FOR A PERIOD OF ONE YEAR AFTER THE STREETS ARE TAKEN INTO TH
STATE SYSTEM.
15. THE POINTS OF PERENNIAL FLOW ALONG WITH THEIR GPS
COORDINATE VALUES WILL BE SHOWN ON THE CONSTRUCTION PLAN
AND RECORD PLAT.
16. AS DIRECTED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT, THE DRAINAGE DESIGN FOR THIS PROJECT WILL
INCORPORATE REAR YARD DRAINAGE DIVERSIONS WHICH WILL PICK
UP THIS OFF SITE DEVELOPED DRAINAGE AND ROUTE IT SUITABLY
INTO THE FLOODPLAINS AND RPA AS OPPOSED TO IT PASSING
THROUGH THE PROPOSED LOTS.
(PLEASE PLACE ON DEVELOPER LETTERHEAD)
(DATE)
KIRKLAND A. TURNER, DIRECTOR
CHESTERFIELD COUNTY PLANNING DEPARTMENT
P. O. BOX 40
CHESTERFIELD, VIRGINIA 23832
RE: ENTRANCE EMBELLISHMENTS (____________ TENTATIVE)
DEAR MR. TURNER:
AS DEVELOPER OF THE PROPOSED __________________
SUBDIVISION, I AM AWARE THAT THE FOLLOWING NOTE IS NOW
REQUIRED NOT ONLY ON TENTATIVES BUT ALSO ON RECORD PLATS.
"NO STRUCTURE EMBELLISHMENTS WILL BE ALLOWED ON VDOT
RIGHT-OF-WAY WITHOUT THE COMMITMENT OF, OR THE ISSUANCE OF,
A VDOT LAND USE PERMIT. WITHIN THE 10' CLEAR ZONE
(MEASURED FROM THE EDGE OF THE ROADWAY'S PAVEMENT OUT
10'), NO STRUCTURE EMBELLISHMENT WILL BE PERMITTED THAT IS
CLOSER THAN 3' FROM THE EDGE OF PAVEMENT OF THE PUBLIC
STREET OR HIGHER THAN 6" ABOVE THE SURFACE OF THE DRIVE."
I WILL DO ALL POSSIBLE TO PROVIDE THE CORRECT INFORMATION FO
BUILDERS OR CITIZENS CONSTRUCTING ENTRANCE EMBELLISHMENTS.
I AM ALSO AWARE THAT, PRIOR TO STATE ACCEPTANCE OF THE
ROADS, I AM RESPONSIBLE FOR REMOVING EMBELLISHMENTS THAT
DO NOT MEET STATE STANDARDS.
SINCERELY,
DEVELOPER NAME (PRINTED)
DEVELOPER SIGNATURE (DATE
****************************
PLAN NAME: KINGSLAND PARK
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE: L. D. PRITCHARD, JR. / 748-1028
PLAN NUMBER: 09TS0320
PLANNER: AMY SOMERVELL AND JEFF LAMSON
CONSULTANT: TOWNES SITE ENGINEERING
ORIGINAL PLAN DATE: JUNE 26, 2009
LATEST SUBMISSION DATE: JUNE 26, 2009
UPDATED: AUGUST 11, 2009
REVIEW DATE: APRIL 5, 2011
SUBMITTAL NUMBER: 2
STATUS: REVISIONS REQUESTED
THE ENVIRONMENTAL ENGINEERING DEPARTMENT PRESENTS
THE FOLLOWING PRELIMINARY COMMENTS AND OBSERVATIONS
PERTAINING TO THE ABOVE REFERENCED TENTATIVE PLAN REVISED
DATED MARCH 23, 2011, RECEIVED BY THE PLANNING
DEPARTMENT ON MARCH 23, 2011 AND BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT ON MARCH 29, 2011.
WITH RESPECT TO ROAD NAMES, THE RICHMOND REGIONAL
PLANNING DISTRICT COMMISSION ROAD NAME APPROVAL SHEETS
COULD NOT BE LOCATED IN THE SUBMITTAL PACKAGE. PLEASE
ADDRESS. LYNE VIEW TERRACE AND LYNE VIEW LANE ARE
ROAD NAME DUPLICATIONS. A NEW NAME IS NEEDED FOR ONE
OR THE OTHER.
WITH RESPECT TO THE WETLANDS GRAPHICS, THE LEGEND WAS
SUPPOSED TO ALSO HAVE A GRAPHIC REPRESENTING IMPACTED
WETLANDS AND THAT GRAPHIC WAS TO BE UTILIZED IN
APPROPRIATE LOCATIONS ON THE TENTATIVE PLAT SUCH AS
WHERE LYNE VIEW LANE CROSSES THE WETLANDS TO THE REAR
OF LOTS 77 AND 64. PLEASE ADDRESS. ALSO THE TICK MARKS
IN THE EXISTING WETLANDS GRAPHIC SHOULD BE MADE MORE
DENSE SO THAT THE LIMITS OF THE WETLAND STAND OUT MORE
VIVIDLY. PLEASE ADDRESS.
A COPY OF THE PERENNIALITY DETERMINATION APPROVAL LETTER
ISSUED BY THE OFFICE OF WATER QUALITY WAS RECEIVED.
HOWEVER, THE POINTS OF PERENNIAL FLOW ALONG WITH THEIR
GPS COORDINATE VALUES AS PREVIOUSLY REQUESTED WERE
OMITTED. PLEASE ADDRESS.
AFTER THE POINT OF PERENNIALITY WITH ITS GPS COORDINATE
VALUES HAS BEEN GRAPHICALLY PORTRAYED, THE NEXT STEP
WOULD BE TO CONSIDER IF THE EXISTING WETLANDS ARE
CONNECTED AND CONTIGUOUS TO THAT POINT. IF THAT IS THE
CASE, THE RPA MUST EXTEND AROUND THOSE WETLANDS AS
WELL. PLEASE ADDRESS.
WITH RESPECT TO CBPA, THE CBPA WORKSHEET
CALCULATIONS ARE NOT CONSISTENT WITH STANDARD CONVENTION
FOR CHESTERFIELD COUNTY BUT IT HAS BEEN DETERMINED THAT
YOUR APPROACH RESULTS IN POLLUTANT REMOVAL POUNDAGE
OUTCOMES OF SLIGHTLY LARGER THAN STANDARD CONVENTION.
THEREFORE, THIS IS NOT A TENTATIVE PLAT APPROVAL ISSUE.
HOWEVER, IT IS RECOMMENDED THAT AT TIME OF CONSTRUCTION
PLAN SUBMITTAL THAT YOUR WATER QUALITY CALCULATIONS BE
PLACED ON VIRGINIA STORMWATER MANAGEMENT
REGULATIONS WORKSHEETS SO AS TO HAVE THE CALCULATION IN
A FORMAT THAT WILL WITHSTAND ONSITE SWPPP INSPECTIONS
BY DCR PERSONNEL.
PLEASE CLARIFY WHAT THE CROSS HATCHED TRIANGLE BETWEEN
LOTS 72 AND 97 SIGNIFIES.
PRIOR TO APPROVAL OF THE KINGSLAND PARK TENTATIVE, THE
DEVELOPER WILL SUBMIT A LETTER OF ACKNOWLEDGEMENT OF THE
CONDITION REGARDING MASONRY EMBELLISHMENTS WITHIN THE
VDOT CLEAR ZONE. THIS ACKNOWLEDGEMENT IS THE
RESPONSIBILITY OF THE DEVELOPER AND NOT HIS REPRESENTATIVE A
HE IS ULTIMATELY RESPONSIBLE FOR REMOVAL OF HEADWALLS IN ALL
NEW SUBDIVISIONS SHOULD IT BECOME NECESSARY. A DRAFT OF
THAT LETTER IS ENCLOSED FOR YOUR CONVENIENCE.
TENTATIVE CONDITIONS COULD INCLUDE BUT NOT BE LIMITED TO THE
FOLLOWING:
1. THE BMP'S INITIAL, PREDOMINANT WATER-QUALITY FUNCTION
SHALL BE SEDIMENT CONTROL; THE IMPLEMENTATION OF WHICH
SHALL BE COORDINATED WITH THE FIRST PORTION OF THE PROJECT
THAT DRAINS IN ITS DIRECTION.
2. PER SECTION 8-4 OF THE EROSION CONTROL ORDINANCE, PRIOR
TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
ENVIRONMENTAL ENGINEERING DEPARTMENT SHALL REQUIRE
COPIES OF APPLICABLE CORRESPONDENCE FROM THE USACOE SO
THAT IT MAY BE DETERMINED THAT ALL WETLANDS PERMITS HAVE
BEEN RECEIVED.
3. UNLESS OTHERWISE APPROVED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT, THE SPILLWAY STRUCTURE FOR THE WET
POND(S) SHALL BE A CONCRETE WEIR.
4. ANY TIMBERING THAT IS TO OCCUR AS THE FIRST PHASE OF
INFRASTRUCTURE CONSTRUCTION WILL BE INCORPORATED INTO THE
PROJECT'S EROSION-AND-SEDIMENT CONTROL PLAN NARRATIVE AND
WILL NOT COMMENCE UNTIL THE ISSUANCE OF A LAND DISTURBANCE
PERMIT FOR SUBDIVISION CONSTRUCTION AND PROPER INSTALLATION
OF EROSION CONTROL MEASURES.
5. THE USACOE JURISDICTIONAL WETLANDS SHALL BE SHOWN
ON THE CONSTRUCTION PLANS AND SUBDIVISION PLAT
6. APPROVAL OF THE ROAD AND DRAINAGE PLANS BY DOMINION
VIRGINIA POWER COMPANY IN RELATION TO ITS EASEMENT AND
FACILITIES THEREIN IS A PREREQUISITE TO CONSTRUCTION PLAN
APPROVAL BY THE ENVIRONMENTAL ENGINEERING DEPARTMENT.
A QUIT CLAIM TO VDOT OR A SATISFACTORY COMMITMENT
THEREOF BY DOMINION VIRGINIA POWER COMPANY FOR THE
LOCATION WHERE KINGSLAND PARK DRIVE RIGHT-OF WAY WILL
CROSS THE DOMINION VIRGINIA POWER COMPANY EASEMENT
SHALL BE A PREREQUISITE TO SUBDIVISION PLAT RECORDATION.
7. THE DESIGN AND CONSTRUCTION OF THE SWM/BMP THAT
WILL BE A COUNTY MAINTAINED FACILITY SHALL BE SUBJECT TO
INDEPENDENTLY DOCUMENTED GEOTECHNICAL APPROVAL. THE
SERVICES THAT MUST BE PROVIDED BY THE INDEPENDENT
GEOTECHNICAL ENGINEERING FIRM SHALL INCLUDE FULL-TIME
GEOTECHNICAL INSPECTION PAID FOR BY THE DEVELOPER. THAT
FULL-TIME INSPECTION SHALL INCLUDE BUT NOT BE LIMITED TO THE
FOLLOWING:
A. PARTICIPATION/INPUT INTO THE DESIGN PROCESS AS NECESSARY
TO FACILITATE THE APPROVAL PROCESS OF THE INDEPENDENT
GEOTECHNICAL CONSULTANT. OBSERVATION, TESTING AND
DOCUMENTATION OF:
I. SUITABLE SUB-GRADES TO RECEIVE COMPACTED STRUCTURAL
FILL FOR EARTH DAM CONSTRUCTION.
II. THE CUT-OFF TRENCH, SPILLWAY PIPE, DRAINAGE BLANKET,
RISER STRUCTURE, AND CONCRETE CHUTE SPILLWAY SUB-GRADES AS
APPLICABLE TO EVALUATE WHETHER SUITABLE SOIL IS PRESENT AT
BEARING GRADE TO VERIFY PROPER INSTALLATION.
III. REINFORCING STEEL, IF REQUIRED, TO EVALUATE ITS
CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.
8. THE NAME OF THE GEOTECHNICAL PROFESSIONAL WHO WILL
PROVIDE THE GEOTECHNICAL APPROVAL ON THE DAM WILL BE
FURNISHED PRIOR TO THE ISSUANCE OF THE LAND DISTURBANCE
PERMIT.
9. PRIOR TO CONSTRUCTION PLAN APPROVAL, THE ENVIRONMENTAL
ENGINEERING DEPARTMENT MUST HAVE RECEIVED
DOCUMENTATION THAT THE SUB-DIVIDER OR HIS REPRESENTATIVE
HAS NOTIFIED CERTAIN PROPERTY OWNERS DETERMINED BY THE
DEPARTMENT OF THE PROPOSED ADJACENT CONSTRUCTION. THIS
INFORMATION IS PARTICULARLY PERTINENT IN THOSE LOCATIONS
WHERE THE EXISTING TEMPORARY TURN AROUNDS WILL BE ADJUSTED
TO ELIMINATE THE CUL-DE-SAC BULB AND DRIVEWAY ENTRANCES
AND CULVERTS MUST BE ADJUSTED ACCORDINGLY BY THE
DEVELOPER.
10. THE AREAS OF STORM-WATER RUNOFF CONCENTRATION AS
DISCUSSED IN THE ENVIRONMENTAL ENGINEERING DEPARTMENT
TENTATIVE REPORT DATED AUGUST 11, 2009 WILL BE FIELD
LOCATED AND SHOWN ON THE PLANS. THE CONSTRUCTION PLANS
SHALL DESIGNATE THE AFFECTED LOTS WITH AN NBP, AND AN
ENGINEERED STORM SEWER, FILLING, GRADING, AND DRAINAGE
PLAN SHALL BE INCLUDED IN THE CONSTRUCTION PLANS.
11. THE SUB-DIVIDER SHALL POST SIGNS DEMARKING THE LIMITS
OF THE RPA AREA SO BUILDERS AND HOMEOWNERS MAY BE
INFORMED AS TO THE LIMITATIONS IMPOSED ON THESE AREAS.
SPECIFIC PLANS FOR THE EXACT NUMBER AND PLACEMENT OF THE
SIGNS SHALL BE APPROVED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT.
12. THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PROJECT
SHALL CALL FOR THE PLACEMENT OF POLYETHYLENE FENCE OR ITS
EQUIVALENT IN ACCORDANCE WITH STD & SPEC 3.01 OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK ALONG
THE RPA LIMITS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE
PERMIT.
13. BUILDING ENVELOPES AS SHOWN ON THE TENTATIVE PLAN
ALONG WITH ANY OTHER DIRECTED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT SHALL BE PLACED ON THE
CONSTRUCTION PLANS AND SUBDIVISION PLAT.
14. THE ACHIEVEMENT OF ADEQUATE SURFACE DRAINAGE ON LOTS
WILL BE THE RESPONSIBILITY OF THE SUBDIVIDER. THE SALE OF
LOTS DOES NOT ABSOLVE THE SUBDIVIDER FROM THIS
RESPONSIBILITY PRIOR TO STATE ACCEPTANCE OF THE STREETS AND
FOR A PERIOD OF ONE YEAR AFTER THE STREETS ARE TAKEN INTO TH
STATE SYSTEM.
15. THE POINTS OF PERENNIAL FLOW ALONG WITH THEIR GPS
COORDINATE VALUES WILL BE SHOWN ON THE CONSTRUCTION PLAN
AND RECORD PLAT.
16. AS DIRECTED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT, THE DRAINAGE DESIGN FOR THIS PROJECT WILL
INCORPORATE REAR YARD DRAINAGE DIVERSIONS WHICH WILL PICK
UP THE OFF SITE DEVELOPED DRAINAGE FROM THE EXISTING
SURROUNDING SUBDIVISIONS AND ROUTE IT SUITABLY
INTO THE FLOODPLAINS, RPA, OR BMPS AS OPPOSED TO IT
PASSING THROUGH THE PROPOSED LOTS.
NOTE: AN ASSESSMENT OF THE TOPOGRAPHY IN RELATION TO THE
LOT LAYOUT HAS REVEALED SEVERAL AREAS OF STORM WATER
CONCENTRATION WHICH ARE IN POTENTIAL CONFLICT WITH THE
DESIRE NOT TO HAVE STORM DRAINAGE PROBLEMS RELATED TO THE
DEVELOPMENT OF THE HOUSE AND LOT. THESE ARE ENGINEERING
ISSUES WHICH SHOULD BE ADDRESSED BY THE CONSTRUCTION
PLANS AND NOT LEFT TO THE INDIVIDUAL BUILDERS TO DEAL WITH.
THE PHYSICAL "LOW" OF THESE DRAINAGE CORRIDORS SHOULD BE
FIELD LOCATED AND APPROPRIATE ENGINEERING PROPOSALS WITH
RESPECT TO FILLING, GRADING, DRAINAGE STORM SEWERING AND
BUILDING ENVELOPE LOCATIONS SHOULD BE MADE A PART OF THE
CONSTRUCTION PLANS. THESE AREAS ARE AS FOLLOWS:
A. THE DRAINAGE CORRIDOR BEGINNING IN LOT 18, PASSING
THROUGH THE PRIME HOME SITES OF LOTS 17, 16 AND 15, THEN
THROUGH LOTS 14 AND 13 BEFORE REACHING THE BMP.
B. THE DRAINAGE CORRIDOR BEGINNING IN LOT 88, PASSING
THROUGH LOT 85 AND 84 BEFORE REACHING THE WETLANDS.
C. THE DRAINAGE CORRIDOR BEGINNING IN LOT 60, PASSING
THROUGH LOT 61, THROUGH THE PRIME HOME SITE OF LOT 62
AND LOT 63 BEFORE REACHING THE CREEK.
D. THE DRAINAGE CORRIDOR BEGINNING IN LOT 57 AND
PASSING THROUGH LOT 58.
NOTE: RPA LIMITS ARE BASED ON COUNTY POLICIES THAT
WERE IN EXISTENCE PRIOR TO SEPTEMBER 23, 2009.
(PLEASE PLACE ON DEVELOPER LETTERHEAD)
(DATE)
KIRKLAND A. TURNER, DIRECTOR
CHESTERFIELD COUNTY PLANNING DEPARTMENT
P. O. BOX 40
CHESTERFIELD, VIRGINIA 23832
RE: ENTRANCE EMBELLISHMENTS (____________ TENTATIVE)
DEAR MR. TURNER:
AS DEVELOPER OF THE PROPOSED __________________
SUBDIVISION, I AM AWARE THAT THE FOLLOWING NOTE IS NOW
REQUIRED NOT ONLY ON TENTATIVES BUT ALSO ON RECORD PLATS.
"NO STRUCTURE EMBELLISHMENTS WILL BE ALLOWED ON VDOT
RIGHT-OF-WAY WITHOUT THE COMMITMENT OF, OR THE ISSUANCE OF,
A VDOT LAND USE PERMIT. WITHIN THE 10' CLEAR ZONE
(MEASURED FROM THE EDGE OF THE ROADWAY'S PAVEMENT OUT
10'), NO STRUCTURE EMBELLISHMENT WILL BE PERMITTED THAT IS
CLOSER THAN 3' FROM THE EDGE OF PAVEMENT OF THE PUBLIC
STREET OR HIGHER THAN 6" ABOVE THE SURFACE OF THE DRIVE."
I WILL DO ALL POSSIBLE TO PROVIDE THE CORRECT INFORMATION FO
BUILDERS OR CITIZENS CONSTRUCTING ENTRANCE EMBELLISHMENTS.
I AM ALSO AWARE THAT, PRIOR TO STATE ACCEPTANCE OF THE
ROADS, I AM RESPONSIBLE FOR REMOVING EMBELLISHMENTS THAT
DO NOT MEET STATE STANDARDS.
SINCERELY,
DEVELOPER NAME (PRINTED)
DEVELOPER SIGNATURE (DATE
****************************
PLAN NAME: KINGSLAND PARK
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE: L. D. PRITCHARD, JR. / 748-1028
PLAN NUMBER: 09TS0320
PLANNER: AMY SOMERVELL AND JEFF LAMSON
CONSULTANT: TOWNES SITE ENGINEERING
ORIGINAL PLAN DATE: JUNE 26, 2009
LATEST SUBMISSION DATE: JUNE 26, 2009
UPDATED: AUGUST 11, 2009
UPDATED: APRIL 5, 2011
REVIEW DATE: OCTOBER 6, 2011
SUBMITTAL NUMBER: 3
STATUS: REVISIONS REQUESTED
THE ENVIRONMENTAL ENGINEERING DEPARTMENT PRESENTS
THE FOLLOWING PRELIMINARY COMMENTS AND OBSERVATIONS
PERTAINING TO THE ABOVE REFERENCED TENTATIVE PLAN REVISED
DATED SEPTEMBER 28, 2011, RECEIVED BY THE PLANNING
DEPARTMENT ON SEPTEMBER 30, 2011 AND BY THE
ENVIRONMENTAL ENGINEERING DEPARTMENT ON OCTOBER 4,
2011.
WITH RESPECT TO ROAD NAMES, THE STREET NAME OF "CHAYTON"
DOES NOT APPEAR ON THE RRPDC STREET NAME APPROVAL
SHEET. PLEASE ADDRESS.
THE TENTATIVE PLAT HAS BEEN SENT TO THE OFFICE OF WATER
QUALITY FOR THE REVIEW OF THE RPA ESTABLISHMENT.
PRIOR TO APPROVAL OF THE KINGSLAND PARK TENTATIVE, THE
DEVELOPER WILL SUBMIT A LETTER OF ACKNOWLEDGEMENT OF THE
CONDITION REGARDING MASONRY EMBELLISHMENTS WITHIN THE
VDOT CLEAR ZONE. THIS ACKNOWLEDGEMENT IS THE
RESPONSIBILITY OF THE DEVELOPER AND NOT HIS REPRESENTATIVE A
HE IS ULTIMATELY RESPONSIBLE FOR REMOVAL OF HEADWALLS IN ALL
NEW SUBDIVISIONS SHOULD IT BECOME NECESSARY. A DRAFT OF
THAT LETTER IS ENCLOSED FOR YOUR CONVENIENCE.
TENTATIVE CONDITIONS COULD INCLUDE BUT NOT BE LIMITED TO THE
FOLLOWING:
1. THE BMP'S INITIAL, PREDOMINANT WATER-QUALITY FUNCTION
SHALL BE SEDIMENT CONTROL; THE IMPLEMENTATION OF WHICH
SHALL BE COORDINATED WITH THE FIRST PORTION OF THE PROJECT
THAT DRAINS IN ITS DIRECTION.
2. PER SECTION 8-4 OF THE EROSION CONTROL ORDINANCE, PRIOR
TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
ENVIRONMENTAL ENGINEERING DEPARTMENT SHALL REQUIRE
COPIES OF APPLICABLE CORRESPONDENCE FROM THE USACOE SO
THAT IT MAY BE DETERMINED THAT ALL WETLANDS PERMITS HAVE
BEEN RECEIVED.
3. UNLESS OTHERWISE APPROVED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT, THE SPILLWAY STRUCTURE FOR THE WET
POND(S) SHALL BE A CONCRETE WEIR.
4. ANY TIMBERING THAT IS TO OCCUR AS THE FIRST PHASE OF
INFRASTRUCTURE CONSTRUCTION WILL BE INCORPORATED INTO THE
PROJECT'S EROSION-AND-SEDIMENT CONTROL PLAN NARRATIVE AND
WILL NOT COMMENCE UNTIL THE ISSUANCE OF A LAND DISTURBANCE
PERMIT FOR SUBDIVISION CONSTRUCTION AND PROPER INSTALLATION
OF EROSION CONTROL MEASURES.
5. THE USACOE JURISDICTIONAL WETLANDS SHALL BE SHOWN
ON THE CONSTRUCTION PLANS AND SUBDIVISION PLAT
6. APPROVAL OF THE ROAD AND DRAINAGE PLANS BY DOMINION
VIRGINIA POWER COMPANY IN RELATION TO ITS EASEMENT AND
FACILITIES THEREIN IS A PREREQUISITE TO CONSTRUCTION PLAN
APPROVAL BY THE ENVIRONMENTAL ENGINEERING DEPARTMENT.
A QUIT CLAIM TO VDOT OR A SATISFACTORY COMMITMENT
THEREOF BY DOMINION VIRGINIA POWER COMPANY FOR THE
LOCATION WHERE KINGSLAND PARK DRIVE RIGHT-OF WAY WILL
CROSS THE DOMINION VIRGINIA POWER COMPANY EASEMENT
SHALL BE A PREREQUISITE TO SUBDIVISION PLAT RECORDATION.
7. THE DESIGN AND CONSTRUCTION OF THE SWM/BMP THAT
WILL BE A COUNTY MAINTAINED FACILITY SHALL BE SUBJECT TO
INDEPENDENTLY DOCUMENTED GEOTECHNICAL APPROVAL. THE
SERVICES THAT MUST BE PROVIDED BY THE INDEPENDENT
GEOTECHNICAL ENGINEERING FIRM SHALL INCLUDE FULL-TIME
GEOTECHNICAL INSPECTION PAID FOR BY THE DEVELOPER. THAT
FULL-TIME INSPECTION SHALL INCLUDE BUT NOT BE LIMITED TO THE
FOLLOWING:
A. PARTICIPATION/INPUT INTO THE DESIGN PROCESS AS NECESSARY
TO FACILITATE THE APPROVAL PROCESS OF THE INDEPENDENT
GEOTECHNICAL CONSULTANT. OBSERVATION, TESTING AND
DOCUMENTATION OF:
I. SUITABLE SUB-GRADES TO RECEIVE COMPACTED STRUCTURAL
FILL FOR EARTH DAM CONSTRUCTION.
II. THE CUT-OFF TRENCH, SPILLWAY PIPE, DRAINAGE BLANKET,
RISER STRUCTURE, AND CONCRETE CHUTE SPILLWAY SUB-GRADES AS
APPLICABLE TO EVALUATE WHETHER SUITABLE SOIL IS PRESENT AT
BEARING GRADE TO VERIFY PROPER INSTALLATION.
III. REINFORCING STEEL, IF REQUIRED, TO EVALUATE ITS
CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.
8. THE NAME OF THE GEOTECHNICAL PROFESSIONAL WHO WILL
PROVIDE THE GEOTECHNICAL APPROVAL ON THE DAM WILL BE
FURNISHED PRIOR TO THE ISSUANCE OF THE LAND DISTURBANCE
PERMIT.
9. PRIOR TO CONSTRUCTION PLAN APPROVAL, THE ENVIRONMENTAL
ENGINEERING DEPARTMENT MUST HAVE RECEIVED
DOCUMENTATION THAT THE SUB-DIVIDER OR HIS REPRESENTATIVE
HAS NOTIFIED CERTAIN PROPERTY OWNERS DETERMINED BY THE
DEPARTMENT OF THE PROPOSED ADJACENT CONSTRUCTION. THIS
INFORMATION IS PARTICULARLY PERTINENT IN THOSE LOCATIONS
WHERE THE EXISTING TEMPORARY TURN AROUNDS WILL BE ADJUSTED
TO ELIMINATE THE CUL-DE-SAC BULB AND DRIVEWAY ENTRANCES
AND CULVERTS MUST BE ADJUSTED ACCORDINGLY BY THE
DEVELOPER.
10. THE AREAS OF STORM-WATER RUNOFF CONCENTRATION AS
DISCUSSED IN THE ENVIRONMENTAL ENGINEERING DEPARTMENT
TENTATIVE REPORT DATED AUGUST 11, 2009 WILL BE FIELD
LOCATED AND SHOWN ON THE PLANS. THE CONSTRUCTION PLANS
SHALL DESIGNATE THE AFFECTED LOTS WITH AN NBP, AND AN
ENGINEERED STORM SEWER, FILLING, GRADING, AND DRAINAGE
PLAN SHALL BE INCLUDED IN THE CONSTRUCTION PLANS.
11. THE SUB-DIVIDER SHALL POST SIGNS DEMARKING THE LIMITS
OF THE RPA AREA SO BUILDERS AND HOMEOWNERS MAY BE
INFORMED AS TO THE LIMITATIONS IMPOSED ON THESE AREAS.
SPECIFIC PLANS FOR THE EXACT NUMBER AND PLACEMENT OF THE
SIGNS SHALL BE APPROVED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT.
12. THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PROJECT
SHALL CALL FOR THE PLACEMENT OF POLYETHYLENE FENCE OR ITS
EQUIVALENT IN ACCORDANCE WITH STD & SPEC 3.01 OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK ALONG
THE RPA LIMITS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE
PERMIT.
13. BUILDING ENVELOPES AS SHOWN ON THE TENTATIVE PLAN
ALONG WITH ANY OTHER DIRECTED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT SHALL BE PLACED ON THE
CONSTRUCTION PLANS AND SUBDIVISION PLAT.
14. THE ACHIEVEMENT OF ADEQUATE SURFACE DRAINAGE ON LOTS
WILL BE THE RESPONSIBILITY OF THE SUBDIVIDER. THE SALE OF
LOTS DOES NOT ABSOLVE THE SUBDIVIDER FROM THIS
RESPONSIBILITY PRIOR TO STATE ACCEPTANCE OF THE STREETS AND
FOR A PERIOD OF ONE YEAR AFTER THE STREETS ARE TAKEN INTO TH
STATE SYSTEM.
15. THE POINTS OF PERENNIAL FLOW ALONG WITH THEIR GPS
COORDINATE VALUES WILL BE SHOWN ON THE CONSTRUCTION PLAN
AND RECORD PLAT.
16. AS DIRECTED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT, THE DRAINAGE DESIGN FOR THIS PROJECT WILL
INCORPORATE REAR YARD DRAINAGE DIVERSIONS WHICH WILL PICK
UP THE OFF SITE DEVELOPED DRAINAGE FROM THE EXISTING
SURROUNDING SUBDIVISIONS AND ROUTE IT SUITABLY
INTO THE FLOODPLAINS, RPA, OR BMPS AS OPPOSED TO IT
PASSING THROUGH THE PROPOSED LOTS.
NOTE: AN ASSESSMENT OF THE TOPOGRAPHY IN RELATION TO THE
LOT LAYOUT HAS REVEALED SEVERAL AREAS OF STORM WATER
CONCENTRATION WHICH ARE IN POTENTIAL CONFLICT WITH THE
DESIRE NOT TO HAVE STORM DRAINAGE PROBLEMS RELATED TO THE
DEVELOPMENT OF THE HOUSE AND LOT. THESE ARE ENGINEERING
ISSUES WHICH SHOULD BE ADDRESSED BY THE CONSTRUCTION
PLANS AND NOT LEFT TO THE INDIVIDUAL BUILDERS TO DEAL WITH.
THE PHYSICAL "LOW" OF THESE DRAINAGE CORRIDORS SHOULD BE
FIELD LOCATED AND APPROPRIATE ENGINEERING PROPOSALS WITH
RESPECT TO FILLING, GRADING, DRAINAGE STORM SEWERING AND
BUILDING ENVELOPE LOCATIONS SHOULD BE MADE A PART OF THE
CONSTRUCTION PLANS. THESE AREAS ARE AS FOLLOWS:
A. THE DRAINAGE CORRIDOR BEGINNING IN LOT 18, PASSING
THROUGH THE PRIME HOME SITES OF LOTS 17, 16 AND 15, THEN
THROUGH LOTS 14 AND 13 BEFORE REACHING THE BMP.
B. THE DRAINAGE CORRIDOR BEGINNING IN LOT 88, PASSING
THROUGH LOT 85 AND 84 BEFORE REACHING THE WETLANDS.
C. THE DRAINAGE CORRIDOR BEGINNING IN LOT 60, PASSING
THROUGH LOT 61, THROUGH THE PRIME HOME SITE OF LOT 62
AND LOT 63 BEFORE REACHING THE CREEK.
D. THE DRAINAGE CORRIDOR BEGINNING IN LOT 57 AND
PASSING THROUGH LOT 58.
NOTE: RPA LIMITS ARE BASED ON COUNTY POLICIES THAT
WERE IN EXISTENCE PRIOR TO SEPTEMBER 23, 2009.
(PLEASE PLACE ON DEVELOPER LETTERHEAD)
(DATE)
KIRKLAND A. TURNER, DIRECTOR
CHESTERFIELD COUNTY PLANNING DEPARTMENT
P. O. BOX 40
CHESTERFIELD, VIRGINIA 23832
RE: ENTRANCE EMBELLISHMENTS (____________ TENTATIVE)
DEAR MR. TURNER:
AS DEVELOPER OF THE PROPOSED __________________
SUBDIVISION, I AM AWARE THAT THE FOLLOWING NOTE IS NOW
REQUIRED NOT ONLY ON TENTATIVES BUT ALSO ON RECORD PLATS.
"NO STRUCTURE EMBELLISHMENTS WILL BE ALLOWED ON VDOT
RIGHT-OF-WAY WITHOUT THE COMMITMENT OF, OR THE ISSUANCE OF,
A VDOT LAND USE PERMIT. WITHIN THE 10' CLEAR ZONE
(MEASURED FROM THE EDGE OF THE ROADWAY'S PAVEMENT OUT
10'), NO STRUCTURE EMBELLISHMENT WILL BE PERMITTED THAT IS
CLOSER THAN 3' FROM THE EDGE OF PAVEMENT OF THE PUBLIC
STREET OR HIGHER THAN 6" ABOVE THE SURFACE OF THE DRIVE."
I WILL DO ALL POSSIBLE TO PROVIDE THE CORRECT INFORMATION FO
BUILDERS OR CITIZENS CONSTRUCTING ENTRANCE EMBELLISHMENTS.
I AM ALSO AWARE THAT, PRIOR TO STATE ACCEPTANCE OF THE
ROADS, I AM RESPONSIBLE FOR REMOVING EMBELLISHMENTS THAT
DO NOT MEET STATE STANDARDS.
SINCERELY,
DEVELOPER NAME (PRINTED)
DEVELOPER SIGNATURE (DATE
****************************
PLAN NAME: KINGSLAND PARK
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE: L. D. PRITCHARD, JR. / 748-1028
PLAN NUMBER: 09TS0320
PLANNER: AMY SOMERVELL AND JEFF LAMSON
CONSULTANT: TOWNES SITE ENGINEERING
ORIGINAL PLAN DATE: JUNE 26, 2009
LATEST SUBMISSION DATE: JUNE 26, 2009
UPDATED: AUGUST 11, 2009
UPDATED: APRIL 5, 2011
UPDATED: OCTOBER 6, 2011
REVIEW DATE: OCTOBER 11, 2011
SUBMITTAL NUMBER: 3
STATUS: REVISIONS REQUESTED
THE ENVIRONMENTAL ENGINEERING DEPARTMENT PRESENTS
THE FOLLOWING PRELIMINARY COMMENTS AND OBSERVATIONS
PERTAINING TO THE ABOVE REFERENCED TENTATIVE PLAN REVISED
DATED SEPTEMBER 28, 2011, RECEIVED BY THE PLANNING
DEPARTMENT ON SEPTEMBER 30, 2011 AND BY THE
ENVIRONMENTAL ENGINEERING DEPARTMENT ON OCTOBER 4,
2011.
THE TENTATIVE PLAT HAS BEEN SENT TO THE OFFICE OF WATER
QUALITY FOR THE REVIEW OF THE RPA ESTABLISHMENT. THIS
REVIEW HAS NOT BEEN COMPLETED.
PRIOR TO APPROVAL OF THE KINGSLAND PARK TENTATIVE, THE
DEVELOPER WILL SUBMIT A LETTER OF ACKNOWLEDGEMENT OF THE
CONDITION REGARDING MASONRY EMBELLISHMENTS WITHIN THE
VDOT CLEAR ZONE. THIS ACKNOWLEDGEMENT IS THE
RESPONSIBILITY OF THE DEVELOPER AND NOT HIS REPRESENTATIVE A
HE IS ULTIMATELY RESPONSIBLE FOR REMOVAL OF HEADWALLS IN ALL
NEW SUBDIVISIONS SHOULD IT BECOME NECESSARY. A DRAFT OF
THAT LETTER IS ENCLOSED FOR YOUR CONVENIENCE.
TENTATIVE CONDITIONS COULD INCLUDE BUT NOT BE LIMITED TO THE
FOLLOWING:
1. THE BMP'S INITIAL, PREDOMINANT WATER-QUALITY FUNCTION
SHALL BE SEDIMENT CONTROL; THE IMPLEMENTATION OF WHICH
SHALL BE COORDINATED WITH THE FIRST PORTION OF THE PROJECT
THAT DRAINS IN ITS DIRECTION.
2. PER SECTION 8-4 OF THE EROSION CONTROL ORDINANCE, PRIOR
TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
ENVIRONMENTAL ENGINEERING DEPARTMENT SHALL REQUIRE
COPIES OF APPLICABLE CORRESPONDENCE FROM THE USACOE SO
THAT IT MAY BE DETERMINED THAT ALL WETLANDS PERMITS HAVE
BEEN RECEIVED.
3. UNLESS OTHERWISE APPROVED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT, THE SPILLWAY STRUCTURE FOR THE WET
POND(S) SHALL BE A CONCRETE WEIR.
4. ANY TIMBERING THAT IS TO OCCUR AS THE FIRST PHASE OF
INFRASTRUCTURE CONSTRUCTION WILL BE INCORPORATED INTO THE
PROJECT'S EROSION-AND-SEDIMENT CONTROL PLAN NARRATIVE AND
WILL NOT COMMENCE UNTIL THE ISSUANCE OF A LAND DISTURBANCE
PERMIT FOR SUBDIVISION CONSTRUCTION AND PROPER INSTALLATION
OF EROSION CONTROL MEASURES.
5. THE USACOE JURISDICTIONAL WETLANDS SHALL BE SHOWN
ON THE CONSTRUCTION PLANS AND SUBDIVISION PLAT
6. APPROVAL OF THE ROAD AND DRAINAGE PLANS BY DOMINION
VIRGINIA POWER COMPANY IN RELATION TO ITS EASEMENT AND
FACILITIES THEREIN IS A PREREQUISITE TO CONSTRUCTION PLAN
APPROVAL BY THE ENVIRONMENTAL ENGINEERING DEPARTMENT.
A QUIT CLAIM TO VDOT OR A SATISFACTORY COMMITMENT
THEREOF BY DOMINION VIRGINIA POWER COMPANY FOR THE
LOCATION WHERE KINGSLAND PARK DRIVE RIGHT-OF WAY WILL
CROSS THE DOMINION VIRGINIA POWER COMPANY EASEMENT
SHALL BE A PREREQUISITE TO SUBDIVISION PLAT RECORDATION.
7. THE DESIGN AND CONSTRUCTION OF THE SWM/BMP THAT
WILL BE A COUNTY MAINTAINED FACILITY SHALL BE SUBJECT TO
INDEPENDENTLY DOCUMENTED GEOTECHNICAL APPROVAL. THE
SERVICES THAT MUST BE PROVIDED BY THE INDEPENDENT
GEOTECHNICAL ENGINEERING FIRM SHALL INCLUDE FULL-TIME
GEOTECHNICAL INSPECTION PAID FOR BY THE DEVELOPER. THAT
FULL-TIME INSPECTION SHALL INCLUDE BUT NOT BE LIMITED TO THE
FOLLOWING:
A. PARTICIPATION/INPUT INTO THE DESIGN PROCESS AS NECESSARY
TO FACILITATE THE APPROVAL PROCESS OF THE INDEPENDENT
GEOTECHNICAL CONSULTANT. OBSERVATION, TESTING AND
DOCUMENTATION OF:
I. SUITABLE SUB-GRADES TO RECEIVE COMPACTED STRUCTURAL
FILL FOR EARTH DAM CONSTRUCTION.
II. THE CUT-OFF TRENCH, SPILLWAY PIPE, DRAINAGE BLANKET,
RISER STRUCTURE, AND CONCRETE CHUTE SPILLWAY SUB-GRADES AS
APPLICABLE TO EVALUATE WHETHER SUITABLE SOIL IS PRESENT AT
BEARING GRADE TO VERIFY PROPER INSTALLATION.
III. REINFORCING STEEL, IF REQUIRED, TO EVALUATE ITS
CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.
8. THE NAME OF THE GEOTECHNICAL PROFESSIONAL WHO WILL
PROVIDE THE GEOTECHNICAL APPROVAL ON THE DAM WILL BE
FURNISHED PRIOR TO THE ISSUANCE OF THE LAND DISTURBANCE
PERMIT.
9. PRIOR TO CONSTRUCTION PLAN APPROVAL, THE ENVIRONMENTAL
ENGINEERING DEPARTMENT MUST HAVE RECEIVED
DOCUMENTATION THAT THE SUB-DIVIDER OR HIS REPRESENTATIVE
HAS NOTIFIED CERTAIN PROPERTY OWNERS DETERMINED BY THE
DEPARTMENT OF THE PROPOSED ADJACENT CONSTRUCTION. THIS
INFORMATION IS PARTICULARLY PERTINENT IN THOSE LOCATIONS
WHERE THE EXISTING TEMPORARY TURN AROUNDS WILL BE ADJUSTED
TO ELIMINATE THE CUL-DE-SAC BULB AND DRIVEWAY ENTRANCES
AND CULVERTS MUST BE ADJUSTED ACCORDINGLY BY THE
DEVELOPER.
10. THE AREAS OF STORM-WATER RUNOFF CONCENTRATION AS
DISCUSSED IN THE ENVIRONMENTAL ENGINEERING DEPARTMENT
TENTATIVE REPORT DATED AUGUST 11, 2009 WILL BE FIELD
LOCATED AND SHOWN ON THE PLANS. THE CONSTRUCTION PLANS
SHALL DESIGNATE THE AFFECTED LOTS WITH AN NBP, AND AN
ENGINEERED STORM SEWER, FILLING, GRADING, AND DRAINAGE
PLAN SHALL BE INCLUDED IN THE CONSTRUCTION PLANS.
11. THE SUB-DIVIDER SHALL POST SIGNS DEMARKING THE LIMITS
OF THE RPA AREA SO BUILDERS AND HOMEOWNERS MAY BE
INFORMED AS TO THE LIMITATIONS IMPOSED ON THESE AREAS.
SPECIFIC PLANS FOR THE EXACT NUMBER AND PLACEMENT OF THE
SIGNS SHALL BE APPROVED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT.
12. THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PROJECT
SHALL CALL FOR THE PLACEMENT OF POLYETHYLENE FENCE OR ITS
EQUIVALENT IN ACCORDANCE WITH STD & SPEC 3.01 OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK ALONG
THE RPA LIMITS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE
PERMIT.
13. BUILDING ENVELOPES AS SHOWN ON THE TENTATIVE PLAN
ALONG WITH ANY OTHER DIRECTED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT SHALL BE PLACED ON THE
CONSTRUCTION PLANS AND SUBDIVISION PLAT.
14. THE ACHIEVEMENT OF ADEQUATE SURFACE DRAINAGE ON LOTS
WILL BE THE RESPONSIBILITY OF THE SUBDIVIDER. THE SALE OF
LOTS DOES NOT ABSOLVE THE SUBDIVIDER FROM THIS
RESPONSIBILITY PRIOR TO STATE ACCEPTANCE OF THE STREETS AND
FOR A PERIOD OF ONE YEAR AFTER THE STREETS ARE TAKEN INTO TH
STATE SYSTEM.
15. THE POINTS OF PERENNIAL FLOW ALONG WITH THEIR GPS
COORDINATE VALUES WILL BE SHOWN ON THE CONSTRUCTION PLAN
AND RECORD PLAT.
16. AS DIRECTED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT, THE DRAINAGE DESIGN FOR THIS PROJECT WILL
INCORPORATE REAR YARD DRAINAGE DIVERSIONS WHICH WILL PICK
UP THE OFF SITE DEVELOPED DRAINAGE FROM THE EXISTING
SURROUNDING SUBDIVISIONS AND ROUTE IT SUITABLY
INTO THE FLOODPLAINS, RPA, OR BMPS AS OPPOSED TO IT
PASSING THROUGH THE PROPOSED LOTS.
NOTE: AN ASSESSMENT OF THE TOPOGRAPHY IN RELATION TO THE
LOT LAYOUT HAS REVEALED SEVERAL AREAS OF STORM WATER
CONCENTRATION WHICH ARE IN POTENTIAL CONFLICT WITH THE
DESIRE NOT TO HAVE STORM DRAINAGE PROBLEMS RELATED TO THE
DEVELOPMENT OF THE HOUSE AND LOT. THESE ARE ENGINEERING
ISSUES WHICH SHOULD BE ADDRESSED BY THE CONSTRUCTION
PLANS AND NOT LEFT TO THE INDIVIDUAL BUILDERS TO DEAL WITH.
THE PHYSICAL "LOW" OF THESE DRAINAGE CORRIDORS SHOULD BE
FIELD LOCATED AND APPROPRIATE ENGINEERING PROPOSALS WITH
RESPECT TO FILLING, GRADING, DRAINAGE STORM SEWERING AND
BUILDING ENVELOPE LOCATIONS SHOULD BE MADE A PART OF THE
CONSTRUCTION PLANS. THESE AREAS ARE AS FOLLOWS:
A. THE DRAINAGE CORRIDOR BEGINNING IN LOT 18, PASSING
THROUGH THE PRIME HOME SITES OF LOTS 17, 16 AND 15, THEN
THROUGH LOTS 14 AND 13 BEFORE REACHING THE BMP.
B. THE DRAINAGE CORRIDOR BEGINNING IN LOT 88, PASSING
THROUGH LOT 85 AND 84 BEFORE REACHING THE WETLANDS.
C. THE DRAINAGE CORRIDOR BEGINNING IN LOT 60, PASSING
THROUGH LOT 61, THROUGH THE PRIME HOME SITE OF LOT 62
AND LOT 63 BEFORE REACHING THE CREEK.
D. THE DRAINAGE CORRIDOR BEGINNING IN LOT 57 AND
PASSING THROUGH LOT 58.
NOTE: RPA LIMITS ARE BASED ON COUNTY POLICIES THAT
WERE IN EXISTENCE PRIOR TO SEPTEMBER 23, 2009.
(PLEASE PLACE ON DEVELOPER LETTERHEAD)
(DATE)
KIRKLAND A. TURNER, DIRECTOR
CHESTERFIELD COUNTY PLANNING DEPARTMENT
P. O. BOX 40
CHESTERFIELD, VIRGINIA 23832
RE: ENTRANCE EMBELLISHMENTS (____________ TENTATIVE)
DEAR MR. TURNER:
AS DEVELOPER OF THE PROPOSED __________________
SUBDIVISION, I AM AWARE THAT THE FOLLOWING NOTE IS NOW
REQUIRED NOT ONLY ON TENTATIVES BUT ALSO ON RECORD PLATS.
"NO STRUCTURE EMBELLISHMENTS WILL BE ALLOWED ON VDOT
RIGHT-OF-WAY WITHOUT THE COMMITMENT OF, OR THE ISSUANCE OF,
A VDOT LAND USE PERMIT. WITHIN THE 10' CLEAR ZONE
(MEASURED FROM THE EDGE OF THE ROADWAY'S PAVEMENT OUT
10'), NO STRUCTURE EMBELLISHMENT WILL BE PERMITTED THAT IS
CLOSER THAN 3' FROM THE EDGE OF PAVEMENT OF THE PUBLIC
STREET OR HIGHER THAN 6" ABOVE THE SURFACE OF THE DRIVE."
I WILL DO ALL POSSIBLE TO PROVIDE THE CORRECT INFORMATION FO
BUILDERS OR CITIZENS CONSTRUCTING ENTRANCE EMBELLISHMENTS.
I AM ALSO AWARE THAT, PRIOR TO STATE ACCEPTANCE OF THE
ROADS, I AM RESPONSIBLE FOR REMOVING EMBELLISHMENTS THAT
DO NOT MEET STATE STANDARDS.
SINCERELY,
DEVELOPER NAME (PRINTED)
DEVELOPER SIGNATURE (DATE
****************************
PLAN NAME: KINGSLAND PARK
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE: L. D. PRITCHARD, JR. / 748-1028
PLAN NUMBER: 09TS0320
PLANNER: AMY SOMERVELL AND JEFF LAMSON
CONSULTANT: TOWNES SITE ENGINEERING
ORIGINAL PLAN DATE: JUNE 26, 2009
LATEST SUBMISSION DATE: JUNE 26, 2009
UPDATED: AUGUST 11, 2009
UPDATED: APRIL 5, 2011
UPDATED: OCTOBER 6, 2011
UPDATED: OCTOBER 11, 2011
REVIEW DATE: OCTOBER 14, 2011
SUBMITTAL NUMBER: 3
STATUS: REVISIONS REQUESTED
THE ENVIRONMENTAL ENGINEERING DEPARTMENT PRESENTS
THE FOLLOWING PRELIMINARY COMMENTS AND OBSERVATIONS
PERTAINING TO THE ABOVE REFERENCED TENTATIVE PLAN REVISED
DATED SEPTEMBER 28, 2011, RECEIVED BY THE PLANNING
DEPARTMENT ON SEPTEMBER 30, 2011 AND BY THE
ENVIRONMENTAL ENGINEERING DEPARTMENT ON OCTOBER 4,
2011.
THE REVIEW OF THE TENTATIVE PLAT HAS BEEN COMPLETED BY
THE WATER QUALITY SECTION AND THE FOLLOWING COMMENTS
ARE PRESENTED
A) THE POINT OF PERENNIALITY FOR UPPER REACH #1,
ADJACENT TO LOT 84 SHOULD READ, N 3669828.89 AND E
11780407.89. PLEASE ADDRESS.
B) THE POINT OF PERENNIALITY FOR UPPER REACH #2 IN
LOT 6 SHOULD HAVE THE FOLLOWING COORDINATE VALUES. N
3668983.64., E 11779848.05. PLEASE ADDRESS.
C) IN ACCORDANCE WITH DEPARTMENT OF
ENVIRONMENTAL ENGINEERING POLICY NO. A08005.001,
SUBJECT DESIGNATION OF RESOURCE PROTECTION AREAS
(RPA) RESULTING FROM THE PERENNIAL FLOW AND NON
TIDAL WETLAND DETERMINATION PROCESS, PLEASE SHOW
THE RPA LIMITS ON UPPER REACH #1 AS COINCIDING WITH
THE WETLAND LIMITS TO EACH SIDE OF THE STREAM WHICH
ARE SEPARATED BY THE NATURAL LEVY. PLEASE ADDRESS.
PRIOR TO APPROVAL OF THE KINGSLAND PARK TENTATIVE, THE
DEVELOPER WILL SUBMIT A LETTER OF ACKNOWLEDGEMENT OF THE
CONDITION REGARDING MASONRY EMBELLISHMENTS WITHIN THE
VDOT CLEAR ZONE. THIS ACKNOWLEDGEMENT IS THE
RESPONSIBILITY OF THE DEVELOPER AND NOT HIS REPRESENTATIVE A
HE IS ULTIMATELY RESPONSIBLE FOR REMOVAL OF HEADWALLS IN ALL
NEW SUBDIVISIONS SHOULD IT BECOME NECESSARY. A DRAFT OF
THAT LETTER IS ENCLOSED FOR YOUR CONVENIENCE.
TENTATIVE CONDITIONS COULD INCLUDE BUT NOT BE LIMITED TO THE
FOLLOWING:
1. THE BMP'S INITIAL, PREDOMINANT WATER-QUALITY FUNCTION
SHALL BE SEDIMENT CONTROL; THE IMPLEMENTATION OF WHICH
SHALL BE COORDINATED WITH THE FIRST PORTION OF THE PROJECT
THAT DRAINS IN ITS DIRECTION.
2. PER SECTION 8-4 OF THE EROSION CONTROL ORDINANCE, PRIOR
TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
ENVIRONMENTAL ENGINEERING DEPARTMENT SHALL REQUIRE
COPIES OF APPLICABLE CORRESPONDENCE FROM THE USACOE SO
THAT IT MAY BE DETERMINED THAT ALL WETLANDS PERMITS HAVE
BEEN RECEIVED.
3. UNLESS OTHERWISE APPROVED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT, THE SPILLWAY STRUCTURE FOR THE WET
POND(S) SHALL BE A CONCRETE WEIR.
4. ANY TIMBERING THAT IS TO OCCUR AS THE FIRST PHASE OF
INFRASTRUCTURE CONSTRUCTION WILL BE INCORPORATED INTO THE
PROJECT'S EROSION-AND-SEDIMENT CONTROL PLAN NARRATIVE AND
WILL NOT COMMENCE UNTIL THE ISSUANCE OF A LAND DISTURBANCE
PERMIT FOR SUBDIVISION CONSTRUCTION AND PROPER INSTALLATION
OF EROSION CONTROL MEASURES.
5. THE USACOE JURISDICTIONAL WETLANDS SHALL BE SHOWN
ON THE CONSTRUCTION PLANS AND SUBDIVISION PLAT
6. APPROVAL OF THE ROAD AND DRAINAGE PLANS BY DOMINION
VIRGINIA POWER COMPANY IN RELATION TO ITS EASEMENT AND
FACILITIES THEREIN IS A PREREQUISITE TO CONSTRUCTION PLAN
APPROVAL BY THE ENVIRONMENTAL ENGINEERING DEPARTMENT.
A QUIT CLAIM TO VDOT OR A SATISFACTORY COMMITMENT
THEREOF BY DOMINION VIRGINIA POWER COMPANY FOR THE
LOCATION WHERE KINGSLAND PARK DRIVE RIGHT-OF WAY WILL
CROSS THE DOMINION VIRGINIA POWER COMPANY EASEMENT
SHALL BE A PREREQUISITE TO SUBDIVISION PLAT RECORDATION.
7. THE DESIGN AND CONSTRUCTION OF THE SWM/BMP THAT
WILL BE A COUNTY MAINTAINED FACILITY SHALL BE SUBJECT TO
INDEPENDENTLY DOCUMENTED GEOTECHNICAL APPROVAL. THE
SERVICES THAT MUST BE PROVIDED BY THE INDEPENDENT
GEOTECHNICAL ENGINEERING FIRM SHALL INCLUDE FULL-TIME
GEOTECHNICAL INSPECTION PAID FOR BY THE DEVELOPER. THAT
FULL-TIME INSPECTION SHALL INCLUDE BUT NOT BE LIMITED TO THE
FOLLOWING:
A. PARTICIPATION/INPUT INTO THE DESIGN PROCESS AS NECESSARY
TO FACILITATE THE APPROVAL PROCESS OF THE INDEPENDENT
GEOTECHNICAL CONSULTANT. OBSERVATION, TESTING AND
DOCUMENTATION OF:
I. SUITABLE SUB-GRADES TO RECEIVE COMPACTED STRUCTURAL
FILL FOR EARTH DAM CONSTRUCTION.
II. THE CUT-OFF TRENCH, SPILLWAY PIPE, DRAINAGE BLANKET,
RISER STRUCTURE, AND CONCRETE CHUTE SPILLWAY SUB-GRADES AS
APPLICABLE TO EVALUATE WHETHER SUITABLE SOIL IS PRESENT AT
BEARING GRADE TO VERIFY PROPER INSTALLATION.
III. REINFORCING STEEL, IF REQUIRED, TO EVALUATE ITS
CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.
8. THE NAME OF THE GEOTECHNICAL PROFESSIONAL WHO WILL
PROVIDE THE GEOTECHNICAL APPROVAL ON THE DAM WILL BE
FURNISHED PRIOR TO THE ISSUANCE OF THE LAND DISTURBANCE
PERMIT.
9. PRIOR TO CONSTRUCTION PLAN APPROVAL, THE ENVIRONMENTAL
ENGINEERING DEPARTMENT MUST HAVE RECEIVED
DOCUMENTATION THAT THE SUB-DIVIDER OR HIS REPRESENTATIVE
HAS NOTIFIED CERTAIN PROPERTY OWNERS DETERMINED BY THE
DEPARTMENT OF THE PROPOSED ADJACENT CONSTRUCTION. THIS
INFORMATION IS PARTICULARLY PERTINENT IN THOSE LOCATIONS
WHERE THE EXISTING TEMPORARY TURN AROUNDS WILL BE ADJUSTED
TO ELIMINATE THE CUL-DE-SAC BULB AND DRIVEWAY ENTRANCES
AND CULVERTS MUST BE ADJUSTED ACCORDINGLY BY THE
DEVELOPER.
10. THE AREAS OF STORM-WATER RUNOFF CONCENTRATION AS
DISCUSSED IN THE ENVIRONMENTAL ENGINEERING DEPARTMENT
TENTATIVE REPORT DATED AUGUST 11, 2009 WILL BE FIELD
LOCATED AND SHOWN ON THE PLANS. THE CONSTRUCTION PLANS
SHALL DESIGNATE THE AFFECTED LOTS WITH AN NBP, AND AN
ENGINEERED STORM SEWER, FILLING, GRADING, AND DRAINAGE
PLAN SHALL BE INCLUDED IN THE CONSTRUCTION PLANS.
11. THE SUB-DIVIDER SHALL POST SIGNS DEMARKING THE LIMITS
OF THE RPA AREA SO BUILDERS AND HOMEOWNERS MAY BE
INFORMED AS TO THE LIMITATIONS IMPOSED ON THESE AREAS.
SPECIFIC PLANS FOR THE EXACT NUMBER AND PLACEMENT OF THE
SIGNS SHALL BE APPROVED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT.
12. THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PROJECT
SHALL CALL FOR THE PLACEMENT OF POLYETHYLENE FENCE OR ITS
EQUIVALENT IN ACCORDANCE WITH STD & SPEC 3.01 OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK ALONG
THE RPA LIMITS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE
PERMIT.
13. BUILDING ENVELOPES AS SHOWN ON THE TENTATIVE PLAN
ALONG WITH ANY OTHER DIRECTED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT SHALL BE PLACED ON THE
CONSTRUCTION PLANS AND SUBDIVISION PLAT.
14. THE ACHIEVEMENT OF ADEQUATE SURFACE DRAINAGE ON LOTS
WILL BE THE RESPONSIBILITY OF THE SUBDIVIDER. THE SALE OF
LOTS DOES NOT ABSOLVE THE SUBDIVIDER FROM THIS
RESPONSIBILITY PRIOR TO STATE ACCEPTANCE OF THE STREETS AND
FOR A PERIOD OF ONE YEAR AFTER THE STREETS ARE TAKEN INTO TH
STATE SYSTEM.
15. THE POINTS OF PERENNIAL FLOW ALONG WITH THEIR GPS
COORDINATE VALUES WILL BE SHOWN ON THE CONSTRUCTION PLAN
AND RECORD PLAT.
16. AS DIRECTED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT, THE DRAINAGE DESIGN FOR THIS PROJECT WILL
INCORPORATE REAR YARD DRAINAGE DIVERSIONS WHICH WILL PICK
UP THE OFF SITE DEVELOPED DRAINAGE FROM THE EXISTING
SURROUNDING SUBDIVISIONS AND ROUTE IT SUITABLY
INTO THE FLOODPLAINS, RPA, OR BMPS AS OPPOSED TO IT
PASSING THROUGH THE PROPOSED LOTS.
NOTE: AN ASSESSMENT OF THE TOPOGRAPHY IN RELATION TO THE
LOT LAYOUT HAS REVEALED SEVERAL AREAS OF STORM WATER
CONCENTRATION WHICH ARE IN POTENTIAL CONFLICT WITH THE
DESIRE NOT TO HAVE STORM DRAINAGE PROBLEMS RELATED TO THE
DEVELOPMENT OF THE HOUSE AND LOT. THESE ARE ENGINEERING
ISSUES WHICH SHOULD BE ADDRESSED BY THE CONSTRUCTION
PLANS AND NOT LEFT TO THE INDIVIDUAL BUILDERS TO DEAL WITH.
THE PHYSICAL "LOW" OF THESE DRAINAGE CORRIDORS SHOULD BE
FIELD LOCATED AND APPROPRIATE ENGINEERING PROPOSALS WITH
RESPECT TO FILLING, GRADING, DRAINAGE STORM SEWERING AND
BUILDING ENVELOPE LOCATIONS SHOULD BE MADE A PART OF THE
CONSTRUCTION PLANS. THESE AREAS ARE AS FOLLOWS:
A. THE DRAINAGE CORRIDOR BEGINNING IN LOT 18, PASSING
THROUGH THE PRIME HOME SITES OF LOTS 17, 16 AND 15, THEN
THROUGH LOTS 14 AND 13 BEFORE REACHING THE BMP.
B. THE DRAINAGE CORRIDOR BEGINNING IN LOT 88, PASSING
THROUGH LOT 85 AND 84 BEFORE REACHING THE WETLANDS.
C. THE DRAINAGE CORRIDOR BEGINNING IN LOT 60, PASSING
THROUGH LOT 61, THROUGH THE PRIME HOME SITE OF LOT 62
AND LOT 63 BEFORE REACHING THE CREEK.
D. THE DRAINAGE CORRIDOR BEGINNING IN LOT 57 AND
PASSING THROUGH LOT 58.
NOTE: RPA LIMITS ARE BASED ON COUNTY POLICIES THAT
WERE IN EXISTENCE PRIOR TO SEPTEMBER 23, 2009.
(PLEASE PLACE ON DEVELOPER LETTERHEAD)
(DATE)
KIRKLAND A. TURNER, DIRECTOR
CHESTERFIELD COUNTY PLANNING DEPARTMENT
P. O. BOX 40
CHESTERFIELD, VIRGINIA 23832
RE: ENTRANCE EMBELLISHMENTS (____________ TENTATIVE)
DEAR MR. TURNER:
AS DEVELOPER OF THE PROPOSED __________________
SUBDIVISION, I AM AWARE THAT THE FOLLOWING NOTE IS NOW
REQUIRED NOT ONLY ON TENTATIVES BUT ALSO ON RECORD PLATS.
"NO STRUCTURE EMBELLISHMENTS WILL BE ALLOWED ON VDOT
RIGHT-OF-WAY WITHOUT THE COMMITMENT OF, OR THE ISSUANCE OF,
A VDOT LAND USE PERMIT. WITHIN THE 10' CLEAR ZONE
(MEASURED FROM THE EDGE OF THE ROADWAY'S PAVEMENT OUT
10'), NO STRUCTURE EMBELLISHMENT WILL BE PERMITTED THAT IS
CLOSER THAN 3' FROM THE EDGE OF PAVEMENT OF THE PUBLIC
STREET OR HIGHER THAN 6" ABOVE THE SURFACE OF THE DRIVE."
I WILL DO ALL POSSIBLE TO PROVIDE THE CORRECT INFORMATION FO
BUILDERS OR CITIZENS CONSTRUCTING ENTRANCE EMBELLISHMENTS.
I AM ALSO AWARE THAT, PRIOR TO STATE ACCEPTANCE OF THE
ROADS, I AM RESPONSIBLE FOR REMOVING EMBELLISHMENTS THAT
DO NOT MEET STATE STANDARDS.
SINCERELY,
DEVELOPER NAME (PRINTED)
DEVELOPER SIGNATURE (DATE
****************************
PLAN NAME: KINGSLAND PARK
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE: L. D. PRITCHARD, JR. / 748-1028
PLAN NUMBER: 09TS0320
PLANNER: AMY SOMERVELL AND JEFF LAMSON
CONSULTANT: TOWNES SITE ENGINEERING
ORIGINAL PLAN DATE: JUNE 26, 2009
LATEST SUBMISSION DATE: JUNE 26, 2009
UPDATED: AUGUST 11, 2009
UPDATED: APRIL 5, 2011
UPDATED: OCTOBER 6, 2011
UPDATED: OCTOBER 11, 2011
UPDATED: OCTOBER 14, 2011
REVIEW DATE: OCTOBER 16, 2012
SUBMITTAL NUMBER: 4
STATUS: READY FOR APPROVAL
THE ENVIRONMENTAL ENGINEERING DEPARTMENT PRESENTS
THE FOLLOWING PRELIMINARY COMMENTS AND OBSERVATIONS
PERTAINING TO THE ABOVE REFERENCED TENTATIVE PLAN REVISED
DATED SEPTEMBER 20, 2012, RECEIVED BY THE PLANNING
DEPARTMENT ON SEPTEMBER 24, 2011 AND BY THE
ENVIRONMENTAL ENGINEERING DEPARTMENT ON SEPTEMBER 25,
2012.
TENTATIVE CONDITIONS COULD INCLUDE BUT NOT BE LIMITED TO THE
FOLLOWING:
1. THE BMP'S INITIAL, PREDOMINANT WATER-QUALITY FUNCTION
SHALL BE SEDIMENT CONTROL; THE IMPLEMENTATION OF WHICH
SHALL BE COORDINATED WITH THE FIRST PORTION OF THE PROJECT
THAT DRAINS IN ITS DIRECTION.
2. PER SECTION 8-4 OF THE EROSION CONTROL ORDINANCE, PRIOR
TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
ENVIRONMENTAL ENGINEERING DEPARTMENT SHALL REQUIRE
COPIES OF APPLICABLE CORRESPONDENCE FROM THE USACOE SO
THAT IT MAY BE DETERMINED THAT ALL WETLANDS PERMITS HAVE
BEEN RECEIVED.
3. UNLESS OTHERWISE APPROVED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT, THE SPILLWAY STRUCTURE FOR THE WET
POND(S) SHALL BE A CONCRETE WEIR.
4. ANY TIMBERING THAT IS TO OCCUR AS THE FIRST PHASE OF
INFRASTRUCTURE CONSTRUCTION WILL BE INCORPORATED INTO THE
PROJECT'S EROSION-AND-SEDIMENT CONTROL PLAN NARRATIVE AND
WILL NOT COMMENCE UNTIL THE ISSUANCE OF A LAND DISTURBANCE
PERMIT FOR SUBDIVISION CONSTRUCTION AND PROPER INSTALLATION
OF EROSION CONTROL MEASURES.
5. THE USACOE JURISDICTIONAL WETLANDS SHALL BE SHOWN
ON THE CONSTRUCTION PLANS AND SUBDIVISION PLAT
6. APPROVAL OF THE ROAD AND DRAINAGE PLANS BY DOMINION
VIRGINIA POWER COMPANY IN RELATION TO ITS EASEMENT AND
FACILITIES THEREIN IS A PREREQUISITE TO CONSTRUCTION PLAN
APPROVAL BY THE ENVIRONMENTAL ENGINEERING DEPARTMENT.
A QUIT CLAIM TO VDOT OR A SATISFACTORY COMMITMENT
THEREOF BY DOMINION VIRGINIA POWER COMPANY FOR THE
LOCATION WHERE KINGSLAND PARK DRIVE RIGHT-OF WAY WILL
CROSS THE DOMINION VIRGINIA POWER COMPANY EASEMENT
SHALL BE A PREREQUISITE TO SUBDIVISION PLAT RECORDATION.
7. THE DESIGN AND CONSTRUCTION OF THE SWM/BMP THAT
WILL BE A COUNTY MAINTAINED FACILITY SHALL BE SUBJECT TO
INDEPENDENTLY DOCUMENTED GEOTECHNICAL APPROVAL. THE
SERVICES THAT MUST BE PROVIDED BY THE INDEPENDENT
GEOTECHNICAL ENGINEERING FIRM SHALL INCLUDE FULL-TIME
GEOTECHNICAL INSPECTION PAID FOR BY THE DEVELOPER. THAT
FULL-TIME INSPECTION SHALL INCLUDE BUT NOT BE LIMITED TO THE
FOLLOWING:
A. PARTICIPATION/INPUT INTO THE DESIGN PROCESS AS NECESSARY
TO FACILITATE THE APPROVAL PROCESS OF THE INDEPENDENT
GEOTECHNICAL CONSULTANT. OBSERVATION, TESTING AND
DOCUMENTATION OF:
I. SUITABLE SUB-GRADES TO RECEIVE COMPACTED STRUCTURAL
FILL FOR EARTH DAM CONSTRUCTION.
II. THE CUT-OFF TRENCH, SPILLWAY PIPE, DRAINAGE BLANKET,
RISER STRUCTURE, AND CONCRETE CHUTE SPILLWAY SUB-GRADES AS
APPLICABLE TO EVALUATE WHETHER SUITABLE SOIL IS PRESENT AT
BEARING GRADE TO VERIFY PROPER INSTALLATION.
III. REINFORCING STEEL, IF REQUIRED, TO EVALUATE ITS
CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.
8. THE NAME OF THE GEOTECHNICAL PROFESSIONAL WHO WILL
PROVIDE THE GEOTECHNICAL APPROVAL ON THE DAM WILL BE
FURNISHED PRIOR TO THE ISSUANCE OF THE LAND DISTURBANCE
PERMIT.
9. PRIOR TO CONSTRUCTION PLAN APPROVAL, THE ENVIRONMENTAL
ENGINEERING DEPARTMENT MUST HAVE RECEIVED
DOCUMENTATION THAT THE SUB-DIVIDER OR HIS REPRESENTATIVE
HAS NOTIFIED CERTAIN PROPERTY OWNERS DETERMINED BY THE
DEPARTMENT OF THE PROPOSED ADJACENT CONSTRUCTION. THIS
INFORMATION IS PARTICULARLY PERTINENT IN THOSE LOCATIONS
WHERE THE EXISTING TEMPORARY TURN AROUNDS WILL BE ADJUSTED
TO ELIMINATE THE CUL-DE-SAC BULB AND DRIVEWAY ENTRANCES
AND CULVERTS MUST BE ADJUSTED ACCORDINGLY BY THE
DEVELOPER.
10. THE AREAS OF STORM-WATER RUNOFF CONCENTRATION AS
DISCUSSED IN THE ENVIRONMENTAL ENGINEERING DEPARTMENT
TENTATIVE REPORT DATED AUGUST 11, 2009 WILL BE FIELD
LOCATED AND SHOWN ON THE PLANS. THE CONSTRUCTION PLANS
SHALL DESIGNATE THE AFFECTED LOTS WITH AN NBP, AND AN
ENGINEERED STORM SEWER, FILLING, GRADING, AND DRAINAGE
PLAN SHALL BE INCLUDED IN THE CONSTRUCTION PLANS.
11. THE SUB-DIVIDER SHALL POST SIGNS DEMARKING THE LIMITS
OF THE RPA AREA SO BUILDERS AND HOMEOWNERS MAY BE
INFORMED AS TO THE LIMITATIONS IMPOSED ON THESE AREAS.
SPECIFIC PLANS FOR THE EXACT NUMBER AND PLACEMENT OF THE
SIGNS SHALL BE APPROVED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT.
12. THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PROJECT
SHALL CALL FOR THE PLACEMENT OF POLYETHYLENE FENCE OR ITS
EQUIVALENT IN ACCORDANCE WITH STD & SPEC 3.01 OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK ALONG
THE RPA LIMITS PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE
PERMIT.
13. BUILDING ENVELOPES AS SHOWN ON THE TENTATIVE PLAN
ALONG WITH ANY OTHER DIRECTED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT SHALL BE PLACED ON THE
CONSTRUCTION PLANS AND SUBDIVISION PLAT.
14. THE ACHIEVEMENT OF ADEQUATE SURFACE DRAINAGE ON LOTS
WILL BE THE RESPONSIBILITY OF THE SUBDIVIDER. THE SALE OF
LOTS DOES NOT ABSOLVE THE SUBDIVIDER FROM THIS
RESPONSIBILITY PRIOR TO STATE ACCEPTANCE OF THE STREETS AND
FOR A PERIOD OF ONE YEAR AFTER THE STREETS ARE TAKEN INTO TH
STATE SYSTEM.
15. THE POINTS OF PERENNIAL FLOW ALONG WITH THEIR GPS
COORDINATE VALUES WILL BE SHOWN ON THE CONSTRUCTION PLAN
AND RECORD PLAT.
16. AS DIRECTED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT, THE DRAINAGE DESIGN FOR THIS PROJECT WILL
INCORPORATE REAR YARD DRAINAGE DIVERSIONS WHICH WILL PICK
UP THE OFF SITE DEVELOPED DRAINAGE FROM THE EXISTING
SURROUNDING SUBDIVISIONS AND ROUTE IT SUITABLY
INTO THE FLOODPLAINS, RPA, OR BMPS AS OPPOSED TO IT
PASSING THROUGH THE PROPOSED LOTS.
NOTE: AN ASSESSMENT OF THE TOPOGRAPHY IN RELATION TO THE
LOT LAYOUT HAS REVEALED SEVERAL AREAS OF STORM WATER
CONCENTRATION WHICH ARE IN POTENTIAL CONFLICT WITH THE
DESIRE NOT TO HAVE STORM DRAINAGE PROBLEMS RELATED TO THE
DEVELOPMENT OF THE HOUSE AND LOT. THESE ARE ENGINEERING
ISSUES WHICH SHOULD BE ADDRESSED BY THE CONSTRUCTION
PLANS AND NOT LEFT TO THE INDIVIDUAL BUILDERS TO DEAL WITH.
THE PHYSICAL "LOW" OF THESE DRAINAGE CORRIDORS SHOULD BE
FIELD LOCATED AND APPROPRIATE ENGINEERING PROPOSALS WITH
RESPECT TO FILLING, GRADING, DRAINAGE STORM SEWERING AND
BUILDING ENVELOPE LOCATIONS SHOULD BE MADE A PART OF THE
CONSTRUCTION PLANS. THESE AREAS ARE AS FOLLOWS:
A. THE DRAINAGE CORRIDOR BEGINNING IN LOT 18, PASSING
THROUGH THE PRIME HOME SITES OF LOTS 17, 16 AND 15, THEN
THROUGH LOTS 14 AND 13 BEFORE REACHING THE BMP.
B. THE DRAINAGE CORRIDOR BEGINNING IN LOT 88, PASSING
THROUGH LOT 85 AND 84 BEFORE REACHING THE WETLANDS.
C. THE DRAINAGE CORRIDOR BEGINNING IN LOT 60, PASSING
THROUGH LOT 61, THROUGH THE PRIME HOME SITE OF LOT 62
AND LOT 63 BEFORE REACHING THE CREEK.
D. THE DRAINAGE CORRIDOR BEGINNING IN LOT 57 AND
PASSING THROUGH LOT 58.
NOTE: RPA LIMITS ARE BASED ON COUNTY POLICIES THAT
WERE IN EXISTENCE PRIOR TO SEPTEMBER 23, 2009.
****************************

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