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Subdivision Review Comments
All Subdivision Review Comments for Case # 15CP0113




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:

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CASE NO: 15CP0113 STATUS: PENDING APPROVAL
PROJECT NAME: WESTERLEIGH SEC 11 - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: CONSTRUCTION PLAN
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 06 01/11/17 02/06/17 COMPLETE 02/23/17 RWB 748-1035
FIRE DEPT.--: 06 01/11/17 02/06/17 AMENDED* 02/23/17 JKL 748-1489
HOUSE NUMBER: 05 07/28/16 08/04/16 ******** ********
MAPPING/GIS-: 05 07/28/16 08/04/16 ******** ********
PLANNING----: 06 01/11/17 02/06/17 ******** 08/04/16 GWK 706-7691
TRANSPORT.--: 06 01/11/17 02/06/17 COMPLETE 02/23/17 SES 751-4912
UTIL.PLAN.--: 06 01/11/17 02/06/17 ******** ********
UTILITIES---: 06 01/11/17 02/06/17 AMENDED* 02/27/17 M L 748-1338
UTIL.R.O.W.-: 06 01/11/17 02/06/17 ******** ********
VDOT--------: 06 01/11/17 02/06/17 ******** ********
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1343
PLAN NAME:WESTERLEIGH, SECTION 11
PLAN NUMBER: 15CP0113
ORIGINAL PLAN DATE: 6/4/15
REVIEW DATE: 6/23/15
LATEST SUBMISSION DATE: 6/23/15
SUBMITTAL NUMBER: 1
STATUS: REVISIONS REQUIRED
TABLE REVIEW: NO
IN REGARD TO YOUR SUBMITTAL OF UTILITIES PLANS FOR THE
ABOVE REFERENCED PROJECT DATED JUNE 4, 2015, 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 THE COUNTY PROJECT NUMBER 15-0191 ON THE LOWER
RIGHT HAND CORNER OF EACH SHEET.
4. REVISE ITEM #22 UNDER "STANDARD NOTES" TO REFLECT
ELEVATION 225' AND NOTE THIS CONDITION ON EACH
APPLICABLE LOT IN THE PLAN VIEWS.
5. SPECIFY EACH WATER SERVICE ? 60 L.F. AS 1" DIAMETER
AND NOTE THIS CONDITION ON EACH APPLICABLE LOT IN THE
PLAN VIEWS.
6. REVISE THE WATERLINE CONFIGURATION AT THE
INTERSECTION OF EASTER ROAD AND OLD WESTRIDGE DRIVE TO
REFLECT A 12" X 8" TEE, A 12" GATE VALVE AND AN 8" GATE
VALVE.
7. THE COUNTY PROJECT NUMBER FOR WESTERLEIGH, SEC. 10
IS 15-0155.
8. PROVIDE A DETAILED PROFILE VIEW OF ALL PROPOSED
IMPROVEMENTS IN OLD WESTRIDGE PLACE.
9. THERE APPEARS TO BE AN ERROR IN THE SANITARY SEWER
SLOPE CALCULATION BETWEEN MANHOLES #3 AND 12. REVISE AS
NECESSARY.
10. THOROUGHLY EXAMINE ALL SHEETS TO CORRECT ALL
EXTRANEOUS MARKINGS, OVERLAPPING TEST, ILLEGIBLE TEXT
AND DRAWING FEATURES, ETC. IN ORDER TO FACILITATE A
CLEAN DRAWING WITH ALL TEXT AND DRAWING FEATURES
COMPLETELY LEGIBLE AND ABUNDANTLY VISIBLE.
11. REVISE THE "MATERIALS LIST" AS NECESSARY.
PLEASE MAKE ALL OF THE SUGGESTED CHANGES PREVIOUSLY
MENTIONED, AND SUBMIT TWO (2) SETS 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/748-1343
PLAN NAME: WESTERLEIGH SECTION 11
PLAN NUMBER: 15CP0113
ORIGINAL PLAN DATE: 6/4/15
REVIEW DATE: 8/24/15
LATEST SUBMISSION DATE: 8/14/15
SUBMITTAL NUMBER: 2
STATUS: APPROVED AS NOTED IN RED
TABLE REVIEW: NO
IN REGARD TO YOUR RECENT SUBMITTAL OF THE REVISED
UTILITIES PLANS ON THE ABOVE REFERENCED PROJECT DATED
JUNE 4, 2015, WITH THE LAST REVISION DATED AUGUST 12, 2015,
REVIEWED BY THE UTILITIES DEPARTMENT WITH EXCEPTIONS
AS PER OUR TELEPHONE CONVERSATION. THIS REVIEW IS
EFFECTIVE UNTIL AUGUST 24, 2020.
PLEASE BE ADVISED THAT THE PLANS FOR THIS PROJECT WILL NOT
BE RELEASED TO THE CONSTRUCTION SECTION UNTIL SUCH TIME
"WESTERLEIGH, SECTION 10", COUNTY PROJECT NUMBER 15-0155
IS UNDER CONTRACT. IN ADDITION, TAKE ALL STEPS NECESSARY
TO PROVIDE COMPLETE AGREEMENTS BETWEEN THESE TWO (2)
PROJECTS.
PLEASE FORWARD TWO (2) ADDITIONAL SETS OF PLANS ONCE
ALL APPROVALS HAVE BEEN OBTAINED. IF, AFTER ALL OTHER
REVIEWS/APPROVALS HAVE BEEN MADE, THE UTILITY PLANS
REFLECT A LATER REVISION DATE THAN THE LAST REVISION NOTED
ABOVE, PLEASE SUBMIT ONE (1) NEW SET OF UTILITY PLANS FOR
FURTHER REVIEW AND APPROVAL.
YOUR COOPERATION IS GREATLY APPRECIATED. PLEASE CALL ME
AT 748-1343 IF YOU HAVE ANY FURTHER QUESTIONS REGARDING
THIS MATTER.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1343
PLAN NAME: WESTERLEIGH, SECTION 11
PLAN NUMBER: 15CP0113
ORIGINAL PLAN DATE: 6/4/15
REVIEW DATE: 9/30/15
LATEST SUBMISSION DATE: 9/24/15
SUBMITTAL NUMBER: 3
STATUS: APPROVED AS NOTED IN RED
TABLE REVIEW: NO
IN REGARD TO YOUR RECENT SUBMITTAL OF THE REVISED
UTILITIES PLANS ON THE ABOVE REFERENCED PROJECT DATED
JUNE 4, 2015, WITH THE LAST REVISION DATED SEPTEMBER 21,
2015, THIS IS TO INFORM YOU THAT THE PLANS HAVE BEEN
REVIEWED BY THE UTILITIES DEPARTMENT WITH EXCEPTIONS AS
PER OUR TELEPHONE CONVERSATION. THIS
REVIEW IS EFFECTIVE UNTIL SEPTEMBER 30, 2020.
PLEASE BE ADVISED THAT THE PLANS FOR THIS PROJECT WILL NOT
BE RELEASED TO THE CONSTRUCTION SECTION UNTIL SUCH TIME
"WESTERLEIGH, SECTION 10", COUNTY PROJECT NUMBER 15-0155
IS UNDER CONTRACT. IN ADDITION, TAKE ALL STEPS NECESSARY
TO PROVIDE COMPLETE AGREEMENT BETWEEN THESE TWO (2)
PROJECTS.
PLEASE FORWARD TWO (2) ADDITIONAL SETS OF PLANS ONCE
ALL APPROVALS HAVE BEEN OBTAINED. IF, AFTER ALL OTHER
REVIEWS/APPROVALS HAVE BEEN MADE, THE UTILITY PLANS
REFLECT A LATER REVISION DATE THAN THE LAST REVISION NOTED
ABOVE, PLEASE SUBMIT ONE (1) NEW SET OF UTILITY PLANS FOR
FURTHER REVIEW AND APPROVAL.
YOUR COOPERATION IS GREATLY APPRECIATED. PLEASE CALL ME
AT 748-1343 IF YOU HAVE ANY FURTHER QUESTIONS REGARDING
THIS MATTER.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1343
PLAN NAME: WESTERLEIGH, SECTION 11
PLAN NUMBER: 15CP0113
ORIGINAL PLAN DATE: 6/4/15
REVIEW DATE: 3/28/16
LATEST SUBMISSION DATE: 3/17/16
SUBMITTAL NUMBER: 4
STATUS: APPROVED
TABLE REVIEW: NO
IN REGARD TO YOUR RECENT SUBMITTAL OF THE REVISED
UTILITIES PLANS ON THE ABOVE REFERENCED PROJECT DATED
JUNE 4, 2015, WITH THE LAST REVISION DATED MARCH 10, 2016,
THIS IS TO INFORM YOU THAT THE PLANS HAVE BEEN REVIEWED BY
THE UTILITIES DEPARTMENT WITH NO EXCEPTIONS TAKEN. THIS
REVIEW IS EFFECTIVE UNTIL MARCH 28, 2021.
PLEASE FORWARD TWO(2) ADDITIONAL SETS OF PLANS ONCE
ALL APPROVALS HAVE BEEN OBTAINED. IF, AFTER ALL OTHER
REVIEWS/APPROVALS HAVE BEEN MADE, THE UTILITY PLANS
REFLECT A LATER REVISION DATE THAN THE LAST REVISION NOTED
ABOVE, PLEASE SUBMIT TWO (2) NEW SETS OF UTILITY PLANS FOR
FURTHER REVIEW AND APPROVAL.
YOUR COOPERATION IS GREATLY APPRECIATED. PLEASE CALL ME
AT 748-1343 IF YOU HAVE ANY FURTHER QUESTIONS REGARDING
THIS MATTER.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1343
PLAN NAME: WESTERLEIGH, SECTION 11
PLAN NUMBER: 15CP0113
ORIGINAL PLAN DATE: 6/4/15
REVIEW DATE: 6/3/16
LATEST SUBMISSION DATE: 5/20/16
SUBMITTAL NUMBER: 5
STATUS: APPROVED
TABLE REVIEW: NO
IN REGARD TO YOUR RECENT SUBMITTAL OF THE REVISED
UTILITIES PLANS ON THE ABOVE REFERENCED PROJECT DATED
JUNE 4, 2015, WITH THE LAST REVISION DATED MAY 20, 2016,
THIS IS TO INFORM YOU THAT THE PLANS HAVE BEEN REVIEWED BY
THE UTILITIES DEPARTMENT WITH NO EXCEPTIONS TAKEN. THIS
REVIEW IS EFFECTIVE UNTIL JUNE 3, 2021.
PLEASE FORWARD TWO(2) ADDITIONAL SETS OF PLANS ONCE
ALL APPROVALS HAVE BEEN OBTAINED. IF, AFTER ALL OTHER
REVIEWS/APPROVALS HAVE BEEN MADE, THE UTILITY PLANS
REFLECT A LATER REVISION DATE THAN THE LAST REVISION NOTED
ABOVE, PLEASE SUBMIT TWO (2) NEW SETS OF UTILITY PLANS FOR
FURTHER REVIEW AND APPROVAL.
YOUR COOPERATION IS GREATLY APPRECIATED. PLEASE CALL ME
AT 748-1343 IF YOU HAVE ANY FURTHER QUESTIONS REGARDING
THIS MATTER.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1343
PLAN NAME: WESTERLEIGH, SECTION 11
PLAN NUMBER: 15CP0113
ORIGINAL PLAN DATE: 06/04/15
REVIEW DATE: 07/28/16
LATEST SUBMISSION DATE: 07/28/16
SUBMITTAL NUMBER: 6
STATUS: APPROVED
TABLE REVIEW: NO
IN REGARD TO YOUR RECENT SUBMITTAL OF THE REVISED
UTILITIES PLANS ON THE ABOVE REFERENCED PROJECT DATED
JUNE 4, 2015, WITH THE LAST REVISION DATED JULY 28, 2016,
THIS IS TO INFORM YOU THAT THE PLANS HAVE BEEN REVIEWED BY
THE UTILITIES DEPARTMENT WITH NO EXCEPTIONS TAKEN. THIS
REVIEW IS EFFECTIVE UNTIL JULY 28, 2021.
PLEASE FORWARD TWO (2) ADDITIONAL SETS OF PLANS ONCE ALL
APPROVALS HAVE BEEN OBTAINED. IF, AFTER ALL OTHER
REVIEWS/APPROVALS HAVE BEEN MADE, THE UTILITY PLANS
REFLECT A LATER REVISION DATE THAN THE LAST REVISION NOTED
ABOVE, PLEASE SUBMIT ONE (1) NEW SET OF UTILITY PLANS FOR
YOUR COOPERATION IS GREATLY APPRECIATED. PLEASE CALL ME
AT 748-1343 IF YOU HAVE ANY FURTHER QUESTIONS REGARDING
THIS MATTER.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: MIKE LARSON/748-1338
PLAN NAME: WESTERLEIGH, SECTION 11
PLAN NUMBER: 15CP0113
ORIGINAL PLAN DATE: 06/04/15
REVIEW DATE: 1/19/17
LATEST SUBMISSION DATE: 2/6/17
SUBMITTAL NUMBER: 7
STATUS: APPROVED
TABLE REVIEW: YES
THE PLANS FOR WESTERLEIGH SECTION 11 DATED JUNE 4, 2015
WITH A MOST RECENT REVISION DATE OF DECEMBER 22, 2016 ARE
APPROVED. THIS REVIEW IS EFFECTIVE UNTIL JANUARY 19,
2022.
PLEASE FORWARD 2 SETS OF PLANS TO THE UTILITY DEPARTMENT
ONCE ALL OTHER APPROVALS ARE OBTAINED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: MIKE LARSON/748-1338
PLAN NAME: WESTERLEIGH, SECTION 11
PLAN NUMBER: 15CP0113
ORIGINAL PLAN DATE: 06/04/15
REVIEW DATE: 2/23/17
LATEST SUBMISSION DATE: 2/23/17
SUBMITTAL NUMBER: 8
STATUS: APPROVED
TABLE REVIEW: YES
THE PLANS FOR WESTERLEIGH SECTION 11 DATED JUNE 4, 2015
WITH A MOST RECENT REVISION DATE OF FEBRUARY 16, 2017 ARE
APPROVED. THIS REVIEW IS EFFECTIVE UNTIL FEBRUARY 23,
2022.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: WESTERLEIGH, SECTION 11
CASE NUMBER: 15CP0113
LATEST PLAN DATE: 06/04/15
DEPT. REC'D. DATE: 06/19/15
SUBMITTAL NUMBER: ONE
REVIEW DATE: 07/14/15
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: WESTERLEIGH, SECTION 11
CASE NUMBER: 15CP0113
LATEST PLAN DATE: 08/12/15
DEPT. REC'D. DATE: 08/17/15
SUBMITTAL NUMBER: TWO
REVIEW DATE: 09/03/15
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: WESTERLEIGH, SECTION 11
CASE NUMBER: 15CP0113
LATEST PLAN DATE: 09/21/15
DEPT. REC'D. DATE: 09/24/15
SUBMITTAL NUMBER: THREE
REVIEW DATE: 10/05/15
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: WESTERLEIGH, SECTION 11
CASE NUMBER: 15CP0113
LATEST PLAN DATE: 03/10/2016
DEPT. REC'D. DATE: 03/16/2016
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 03/17/2016
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: WESTERLEIGH, SECTION 11
CASE NUMBER: 15CP0113
LATEST PLAN DATE: 05/20/2016
DEPT. REC'D. DATE: 05/25/2016
SUBMITTAL NUMBER: FIVE
REVIEW DATE: 06/01/2016
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: WESTERLEIGH, SECTION 11
CASE NUMBER: 15CP0113
LATEST PLAN DATE: 07/28/2016
DEPT. REC'D. DATE: 08/03/2016
SUBMITTAL NUMBER: SIX
REVIEW DATE: 08/03/2016
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: WESTERLEIGH, SECTION 11
CASE NUMBER: 15CP0113
LATEST PLAN DATE: 12/22/2016
DEPT. REC'D. DATE: 01/12/2017
SUBMITTAL NUMBER: SEVEN
REVIEW DATE: 01/18/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: WESTERLEIGH, SECTION 11
CASE NUMBER: 15CP0113
LATEST PLAN DATE: 02/16/2017
DEPT. REC'D. DATE: 02/23/2017
SUBMITTAL NUMBER: EIGHT
REVIEW DATE: 02/23/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
.
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : AMY SOMERVELL / 751-4321
PLAN NAME : WESTERLEIGH SECTION 11
PLAN NUMBER : 15CP0113
ORIGINAL PLAN DATE : 6-4-15
REVIEW DATE : 7-13-15
LATEST SUBMISSION DATE : 6-18-15
SUBMITTAL NUMBER : 1
STATUS : CORRECTIONS REQUIRED
TABLE REVIEW : N
1. ADD 15CP0113 TO THE BOTTOM RIGHT HAND CORNER OF EACH
SHEET.
2. PROVIDE THE TREE CANOPY PLAN FOR THIS SECTION/OVERALL
DEVELOPMENT WITH EACH SECTION.(SHEET SHOULD BE ADDED NOT
JUST THE NOTE)
3. ADJUST PROPOSED LOT 28 TO ACHIEVE A MINIMUM ROAD
FRONTAGE REQUIREMENT OF 50'.
(PRELIMINARY CONDITIONED THIS ADJUSTMENT)
4. PLAN SHOULD REFLECT A SIDEWALK ALONG EASTER RD
5. OPEN SPACE HAS BEEN ADDED BEHIND PROPOSED LOTS 1 & 2.
DOES NOT APPEAR TO HAVE ACCESS PROVIDED TO THIS OPEN SPACE
WHICH IS REQUIRED.
6.SEVERAL LOTS REFLECT BUILDING ENVELOPES WHICH HAVE NOT
BEEN DIMENSIONED. PLEASE DIMENSION ALL REQUIRED BUILDING
LINES AND BUILDING ENVELOPES.
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : AMY SOMERVELL / 751-4321
PLAN NAME : WESTERLEIGH SECTION 11
PLAN NUMBER : 15CP0113
ORIGINAL PLAN DATE : 6-4-15
REVIEW DATE :9-11-15
LATEST SUBMISSION DATE :8-13-15
SUBMITTAL NUMBER : 2
STATUS :
TABLE REVIEW
1. MOST BUILDING ENVELOPES REFLECT A 20' REAR YARD - REVISE
TO MEET MININUM REQUIREMENT OF 25'
2. CONSIDER REMOVING THE TYPICAL BUILDING ENVELOPES
3. LOT 21 HAS A SKEWED FRONT BUILDING LINE - REVISE
4. LOTS 3,5,14,15 AND 29 APPEAR TO HAVE THE SIGHT
DISTANCE EASEMENT RUNNING PARALLEL THROUGH THE BUFFER -
REVISED SO THE BUFFER IS EXCLUSIVE OF EASEMENTS.
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : AMY SOMERVELL / 751-4321
PLAN NAME : WESTERLEIGH SECTION 11
PLAN NUMBER : 15CP0113
ORIGINAL PLAN DATE : 6-4-15
REVIEW DATE : 10-15-15
LATEST SUBMISSION DATE : 9-22-15
SUBMITTAL NUMBER : 3
STATUS : ACCEPTABLE/PENDING APPROVAL FROM
ALL DEPARTMENTS
NOTES:
1. THE TREE CANOPY SHALL BE SHOWN ON THE FINAL PLATS WITH
ASSOCIATED REQUIRED NOTES.
2. IN CONJUNCTION WITH THE SUBMITTAL OF THE FINAL PLATS,
THE SUBDIVIDER SHALL FLAG ALL BUFFERS AND SPECIAL SETBACKS
FOR INSPECTION BY THE PLANNING DEPARTMENT. IF INSUFFICIENT
VEGETATION REMAINS, 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 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)
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE # : STEVE PRUSIK/ 751-4321
PLAN NAME: WESTERLEIGH SECT. 11
PLAN NUMBER: 15CP0113
ORIGINAL PLAN DATE: 06/04/15
REVIEW DATE: 04/04/16
LATEST SUBMISSION DATE: 03/10/16
SUBMITTAL NUMBER: 4
STATUS: APPROVED
TABLE REVIEW:
NOTES:
1. IN THE TREE CANOPY SHALL BE SHOWN ON
THE FINAL PLATS WITH ASSOCIATED
REQUIRED NOTES.
2. IN CONJUNCTION WITH THE SUBMITTAL
OF THE FINAL PLATS, THE SUBDIVIDER SHALL
FLAG ALL BUFFERS AND SPECIAL SETBACKS
FOR INSPECTION BY THE PLANNING
DEPARTMENT. IF INSUFFICIENTVEGETATION
REMAINS, THE SUBDIVIDER SHALL SUBMIT A
LANDSCAPEPLAN 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 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.
3. ANY CHANGE IN THE CURRENT PLAN,
WHETHER IT STEMS FROM DEPARTMENT
COMMENTS OR AN ENGINEERING CHANGE V
REQUESTED BY THE APPLICANT, MAY
GENERATE ADDITIONAL COMMENTS FROM
THE REVIEWING DEPARTMENTS,
RESULTING IN REQUIRED REVISIONS.
4) COMPLIANCE WITH SEC. 17-76 MUST BE
MAINTAINED AT ALL TIMES.
5) ANY ROAD AND LOT CONFIGURATIONS
OUTSIDE THE LIMITS OF THE SECTION 11
CONSTRUCTION PLANS ARE NOT INCLUDED
IN THIS REVIEW.
6) ANY BULK REQUIREMENTS (LOT AREA,
LOT WIDTH, SETBACKS, BUILDING
ENVELOPES, ETC.) SHOWN ON THE
APPROVED CONSTRUCTION PLANS WILL BE
SUBJECT TO REVIEW FOR COMPLIANCE AT
TIME OF FINAL CHECK.
************************************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE # : STEVE PRUSIK/ 751-4321
PLAN NAME: WESTERLEIGH SECT. 11
PLAN NUMBER: 15CP0113
ORIGINAL PLAN DATE: 06/04/15
REVIEW DATE: 06/09/16
LATEST SUBMISSION DATE: 05/20/16
SUBMITTAL NUMBER: 5
STATUS: APPROVED
TABLE REVIEW:
NOTES:
1. IN THE TREE CANOPY SHALL BE SHOWN ON
THE FINAL PLATS WITH ASSOCIATED
REQUIRED NOTES.
2. IN CONJUNCTION WITH THE SUBMITTAL
OF THE FINAL PLATS, THE SUBDIVIDER SHALL
FLAG ALL BUFFERS AND SPECIAL SETBACKS
FOR INSPECTION BY THE PLANNING
DEPARTMENT. IF INSUFFICIENTVEGETATION
REMAINS, THE SUBDIVIDER SHALL SUBMIT A
LANDSCAPEPLAN 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 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.
3. ANY CHANGE IN THE CURRENT PLAN,
WHETHER IT STEMS FROM DEPARTMENT
COMMENTS OR AN ENGINEERING CHANGE V
REQUESTED BY THE APPLICANT, MAY
GENERATE ADDITIONAL COMMENTS FROM
THE REVIEWING DEPARTMENTS,
RESULTING IN REQUIRED REVISIONS.
4) COMPLIANCE WITH SEC. 17-76 MUST BE
MAINTAINED AT ALL TIMES.
5) ANY ROAD AND LOT CONFIGURATIONS
OUTSIDE THE LIMITS OF THE SECTION 1
CONSTRUCTION PLANS ARE NOT INCLUDED
IN THIS REVIEW.
6) ANY BULK REQUIREMENTS (LOT AREA,
LOT WIDTH, SETBACKS, BUILDING
ENVELOPES, ETC.) SHOWN ON THE
APPROVED CONSTRUCTION PLANS WILL BE
SUBJECT TO REVIEW FOR COMPLIANCE AT
TIME OF FINAL CHECK.
END OF COMMENTS
------------------------------------------------------------
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #\: WHIT KIRTLEY/ 706-7691
PLAN NAME: WESTERLEIGH SECT. 11
PLAN NUMBER: 15CP0113
ORIGINAL PLAN DATE: 06/04/15
REVIEW DATE: 8/4/16
LATEST SUBMISSION DATE: 7/28/16
SUBMITTAL NUMBER: 6
STATUS: APPROVED
TABLE REVIEW:
NOTES:
1. IN THE TREE CANOPY SHALL BE SHOWN ON
THE FINAL PLATS WITH ASSOCIATED
REQUIRED NOTES.
2. IN CONJUNCTION WITH THE SUBMITTAL
OF THE FINAL PLATS, THE SUBDIVIDER SHALL
FLAG ALL BUFFERS AND SPECIAL SETBACKS
FOR INSPECTION BY THE PLANNING
DEPARTMENT. IF INSUFFICIENTVEGETATION
REMAINS, THE SUBDIVIDER SHALL SUBMIT A
LANDSCAPEPLAN 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 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.
3. ANY CHANGE IN THE CURRENT PLAN,
WHETHER IT STEMS FROM DEPARTMENT
COMMENTS OR AN ENGINEERING CHANGE V
REQUESTED BY THE APPLICANT, MAY
GENERATE ADDITIONAL COMMENTS FROM
THE REVIEWING DEPARTMENTS,
RESULTING IN REQUIRED REVISIONS.
4) COMPLIANCE WITH SEC. 17-76 MUST BE
MAINTAINED AT ALL TIMES.
5) ANY ROAD AND LOT CONFIGURATIONS
OUTSIDE THE LIMITS OF THE SECTION 1
CONSTRUCTION PLANS ARE NOT INCLUDED
IN THIS REVIEW
------------------------------------------------------------
REVIEW DEPARTMENT : FIRE DEPARTMENT
REVIEWER / PHONE # : KIM LESTER / 804-748-1489
PLAN NAME : WESTERLEIGH SECT. 11
PLAN NUMBER : 15CP0113
PLAN RECEIVED DATE : 6/18/15
LATEST REVISION DATE: 6/4/15
REVIEW DATE : 6/25/15
SUBMITTAL NUMBER : 1ST REVIEW
STATUS : NOT APPROVED
TABLE REVEW : NO
SHOW THE EXISTING HYDRANT AT EASTER ROAD AND BROADMOOR
ROAD.
PROVIDE A COMPUTER GENERATED WATER FLOW TEST DATA,
ALONG WITH THE NODE MAP THAT IS PROVIDED BY THE
CHESTERFIELD COUNTY UTILITIES DEPARTMENT, VERIFYING
THE REQUIRED WATER FLOW FOR FIRE PROTECTION IS AVAILABLE
AT THE SITE THE WATER FLOW TEST RESULTS AND GRAPH SHALL
BE SHOWN ON THE SUBMITTED PLAN. IFC 2012, SECTION B105.1
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT : FIRE DEPARTMENT
REVIEWER / PHONE # : KIM LESTER / 804-748-1489
PLAN NAME : WESTERLEIGH SECT. 11
PLAN NUMBER : 15CP0113
PLAN RECEIVED DATE : 8/17/15
LATEST REVISION DATE: 8/12/15
REVIEW DATE : 8/17/15
SUBMITTAL NUMBER : 2ND REVIEW
STATUS : APPROVED
TABLE REVEW : YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT : FIRE DEPARTMENT
REVIEWER / PHONE # : KIM LESTER / 804-748-1489
PLAN NAME : WESTERLEIGH SECT. 11
PLAN NUMBER : 15CP0113
PLAN RECEIVED DATE : 9/25/15
LATEST REVISION DATE: 9/21/15
REVIEW DATE : 10/7/15
SUBMITTAL NUMBER : 3RD REVIEW
STATUS : APPROVED
TABLE REVEW : YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT : FIRE DEPARTMENT
REVIEWER / PHONE # : KIM LESTER / 804-748-1489
PLAN NAME : WESTERLEIGH SECT. 11
PLAN NUMBER : 15CP0113
PLAN RECEIVED DATE : 3/16/16
LATEST REVISION DATE: 3/10/16
REVIEW DATE : 3/21/16
SUBMITTAL NUMBER : 4TH REVIEW
STATUS : APPROVED
TABLE REVEW : YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT : FIRE DEPARTMENT
REVIEWER / PHONE # : KIM LESTER / 804-748-1489
PLAN NAME : WESTERLEIGH SECT. 11
PLAN NUMBER : 15CP0113
PLAN RECEIVED DATE : 5/26/16
LATEST REVISION DATE: 5/20/16
REVIEW DATE : 5/31/16
SUBMITTAL NUMBER : 5TH REVIEW
STATUS : APPROVED
TABLE REVEW : YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT : FIRE DEPARTMENT
REVIEWER / PHONE # : KIM LESTER / 804-748-1489
PLAN NAME : WESTERLEIGH SECT. 11
PLAN NUMBER : 15CP0113
PLAN RECEIVED DATE : 7/28/16
LATEST REVISION DATE: 7/28/16
REVIEW DATE : 7/29/16
SUBMITTAL NUMBER : 6TH REVIEW
STATUS : APPROVED
TABLE REVEW : YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT : FIRE DEPARTMENT
REVIEWER / PHONE # : KIM LESTER / 804-748-1489
PLAN NAME : WESTERLEIGH SECT. 11
PLAN NUMBER : 15CP0113
PLAN RECEIVED DATE : 1/17/17
LATEST REVISION DATE: 12/22/16
REVIEW DATE : 1/31/17
SUBMITTAL NUMBER : 7TH REVIEW
STATUS : APPROVED
TABLE REVEW : YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
.
REVIEW DEPARTMENT : FIRE DEPARTMENT
REVIEWER / PHONE # : KIM LESTER / 804-748-1489
PLAN NAME : WESTERLEIGH SECT. 11
PLAN NUMBER : 15CP0113
PLAN RECEIVED DATE : 2/23/17
SUBMITTAL NUMBER : 8TH REVIEW
STATUS : APPROVED
TABLE REVEW : YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
============================================================
============================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : JULIE PRANGER (HERZOG)/796-7103
NAME OF PLAN : WESTERLEIGH SECTION 11
SITE PLAN NO. : 15CP0113
LATEST PLAN DATE : 06/04/15
DEPT. REC'D DATE : 06/18/15
SUBMITTAL NUMBER : 1
REVIEW DATE : 07/01/15
RECOMMENDATION : REVISION REQUIRED
TABLE REVIEW : NO
---- GENERAL NOTES ----
001. AS PER TENTATIVE CONDITION 13, PRIOR TO CONSTRUCTION
PLAN APPROVAL, EE MUST RECEIVE DOCUMENTATION THAT
LESUEUR AND MARGARET WEST (4800 OTTERDALE ROAD) HAVE
BEEN NOTIFIED OF THE PROPOSED ADJACENT CONSTRUCTION.
002. THE RESPONSIBILITY FOR COMPLIANCE WITH CHESTERFIELD
COUNTY STANDARDS AND POLICIES, AND WITH STATE AND
FEDERAL REGULATIONS WILL BE PLACED ON THE PROFESSIONAL
ENGINEER WHO SIGNS AND SEALS THE CONSTRUCTION PLANS
APPROVED.
003. THIS OFFICE RECOGNIZES THAT 10-YEAR PRE/10-YEAR POST
REQUIREMENTS FOR FLOOD PROTECTION HAVE BEEN ADDRESSED
BY DISCHARGING INTO THE 100 YEAR FLOODPLAIN.
004. THE RESPONSIBILITY FOR ACHIEVING AND MAINTAINING
SATISFACTORY LOT DRAINAGE WILL BE THAT OF THE DEVELOPER
UP THROUGH A PERIOD OF ONE YEAR AFTER STATE ACCEPTANCE
OF THE SUBDIVISION ROADS.
005. PRIOR TO A LAND DISTURBANCE PERMIT ISSUANCE:
A) CONSTRUCTION PLANS MUST BE APPROVED.
B) THE ENVIRONMENTAL ENGINEERING DEPARTMENT SHALL
REQUIRE COPIES OF APPLICABLE CORRESPONDENCE FROM THE
U.S. ARMY CORPS OF ENGINEERS AND DEPARTMENT OF
ENVIRONMENTAL QUALITY SUCH THAT IT MAY BE DETERMINED
THAT ANY REQUIRED WETLANDS PERMITS HAVE BEEN
RECEIVED.
C) AN EROSION CONTROL BOND MUST BE SUBMITTED FOR
APPROVAL AND POSTED IN THE APPROVED AMOUNT.
D) FLAGGING AND/OR SAFETY FENCE AROUND USACOE
JURISDICTIONAL WETLANDS AND/OR OTHER
ENVIRONMENTALLY SENSITIVE AREAS MUST BE INSTALLED
AND CLEARLY VISIBLE.
E) PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
COPY OF THE AUTOCAD FILE MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE AUTOCAD
FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD
VERSION 2009 OR EARLIER AND REFERENCED DIRECTLY TO
THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH
ZONE IN THE NAD83 DATUM. THE AUTOCAD FILE MAY BE
SUBMITTED ON A CD, DVD, OR VIA EMAIL AND MUST BE
CLEARLY LABELED WITH THE SUBDIVISION NAME AND
SECTION, SUBDIVISION PLAN NUMBER, THE ENGINEERING
FIRM AND THE CAD FILE PREPARER'S NAME AND PHONE
NUMBER. THE FILE MUST CONTAIN THE FOLLOWING, EACH
CLEARLY LABELED IN SEPARATE LAYERS:
1. EDGES OF ROADS TO INCLUDE CURB AND GUTTER; AND
2. EDGES OF SIDEWALKS.
THE FILE MUST BE APPROVED BY ENVIRONMENTAL
ENGINEERING PRIOR TO ISSUANCE OF THE LAND
DISTURBANCE PERMIT.
006. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100 PER LOT BMP MAINTENANCE FEE MUST BE RECEIVED.
---- EROSION & SEDIMENT CONTROL ----
001. SHEET 3: TOPOGRAPHY ACROSS 4800 THE OTTERDALE PARCEL
(WEST OF DEVELOPMENT) DOES NOT INDICATE BED/BANK
ADEQUACY CONTAINING THE 2 YEAR STORM. PROVIDE AN
ADDITIONAL MS-19 CROSS SECTION WHERE THE WETLANDS AT
OTTERDALE PARK AND THE PROPERTY LINE FOR 4800 OTTERDALE
ROAD MEET. THE CROSS SECTION SHOULD RUN TANGENT WITH
THE PROPERTY LINE. PLEASE ADD THE CROSS-SECTION TO THE
TABLE ON SHEET 9 AND PROVIDE ALL APPLICABLE ANALYSIS
AND PROFILES.
002. SHEET 7: PROVIDE SIDE SLOPES ON THE SEDIMENT TRAP
TABLE.
003. SHEET 7: PROVIDE A TEMPORARY SEEDING LEADER AND LABEL
FOR BOTH SEDIMENT STOCKPILES. INCLUDE TEMPORARY
SEEDING IN THE LEGEND.
004. SHEET 7: ADD TWO LEADERS TO THE SSF LABEL AT LOT 25 TO
POINT TO THE SSF BY THE CULVERT AND DOWNSTREAM SIDE OF
ST3.
005. SHEET 7: INDICATE LOCATIONS OF STONE OUTLETS FOR ALL
SEDIMENT TRAPS.
006. SHEET 7: THE LINETYPE FOR THE TEMPORARY SLOPE DRAIN
(TSD) BY LOTS 3/14 MAY OR MAY NOT OVERLAP SOLID LINES
AND IT IS DIFFICULT TO SEE WHERE IT EXTENDS. PLEASE
CONFIRM THE MAXIMUM DRAINAGE AREA TO THE TSD. THE
OUTLET MUST ALSO BE MARKED WITH OUTLET PROTECTION.
007. SHEET 7/8: SHOW THE RPA ADJACENT TO SUMMER LAKE ABOVE
LOT 26 AND THE 100 YEAR FLOODPLAIN AT 4701 EASTER ROAD
NORTH OF LOT 1.
008. SHEET 8: PLEASE SIZE THE EXCAVATED PIT BY LOT 7 FOR
THE DRAINAGE AREA RATHER THAN A BEST FIT PIT.
009. SHEET 8: PROVIDE SSF AT THE ENDS OF THE CLEARING AT
LOTS 8/9/10. THE SSF SHOULD WRAP AROUND THE END AND
BOTH SIDES OF THE CLEARING WITHIN 25' OF THE WETLANDS
IN A U SHAPE.
010. SHEET 8: PROVIDE SSF WITHIN 25' OF THE 100 YEAR
FLOODPLAIN AT STR 1 ON THE SOUTHERN SIDE OF OLD
WESTRIDGE DRIVE.
011. SHEET 8: PROVIDE SSF IN A U SHAPE AT THE END OF
CLEARING BEHIND LOT 26. SSF SHOULD EXTEND 25' FROM
THE 100 YEAR FLOODPLAIN.
012. SHEET 8: PROVIDE SSF ALONG THE DIVERSION DIKE ON THE
DOWNSTREAM SIDE OF EASTER ROAD (THE OPEN SPACE ACROSS
FROM LOT 14).
013. SHEET 8: PROVIDE A PERMANENT SEEDING LEADER AND LABEL
FOR BOTH SEDIMENT STOCKPILES. INCLUDE PERMANENT
SEEDING IN THE LEGEND.
014. SHEET 9: THE PROJECT DESCRIPTION SPECIFIES
CONSTRUCTION SHOULD BEGIN IN SPRING 2015 BUT IT IS
ALREADY SUMMER 2015. PLEASE REVISE.
015. SHEET 9: THE EC NARRATIVE STATES THE SOIL DESCRIPTIONS
ARE ON SHEET 5. SHEET 7 HAS A SOILS MAP BUT NO
DESCRIPTIONS. PLEASE ADD THE SOIL DESCRIPTIONS TO
SHEET 7 AND UPDATE THE NARRATIVE.
016. SHEET 9: IN THE PERMANENT STABILIZATION SECTION OF THE
EC NARRATIVE, FILL SLOPES SHOULD BE 3H:1V RATHER THAN
2H:1V.
017. SHEET 9: MS-19 #3 DOES NOT APPEAR TO BE A BED AND BANK
CHANNEL. PLEASE REVISE THE ADEQUACY SITUATION AS
NECESSARY.
018. SHEET 9: IT IS UNCLEAR WHETHER OR NOT MS-19 #1 HAS A
BED AND BANK CHANNEL AS THE HORIZONTAL DISTANCE SHOWN
IS ONLY 50'. IS IT POSSIBLE TO EXTEND THIS DISTANCE
TO 100'? IT WILL HELP CLARIFY THE ADEQUACY SITUATION.
019. SHEET 15: THE SWPPP REFERENCES THE DEPARTMENT OF PUBLIC
WORKS. PLEASE REVISE TO CHESTERFIELD COUNTY
ENVIRONMENTAL ENGINEERING. THE SWPPP TEMPLATE MAY BE
FOUND ON EE'S WEBSITE.
020. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND/OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATION TO ENVIRONMENTAL FEATURES
INCLUDING, BUT NOT LIMITED TO, WETLANDS, SURFACE
WATER, GROUND WATER, AND AIR QUALITY. FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITIES.
---- ROAD AND DRAINAGE ----
001. SHEET 2/3: PLEASE SHOW RECORDED FEATURES ON ALL SHEETS,
INCLUDING RPA AND 100 YEAR FLOODPLAINS IN SUMMER LAKE,
NORTH OF THE SITE.
002. SHEET 3: CAN STR 2 BE ENCLOSED IN OPEN SPACE BY
ADJUSTING LOT LINES? FURTHER DISCUSSION MAY BE HELPFUL
TO DETERMINE EXTENT OF OPEN SPACE.
003. SHEET 3: THE TENTATIVE SHOWS A SHARED 20' SHARED ACCESS
DRIVE FOR LOTS 1 AND 2. PLEASE REFERENCE THE TENTATIVE
AND UPDATE PLANS AS NECESSARY.
004. SHEET 3: PLEASE INCLUDE A 5' CONCRETE SIDEWALK ALONG
THE WESTERN SIDE OF EASTER ROAD FROM BROADMOOR TO OLD
WESTRIDGE, AS APPROVED IN THE TENTATIVE.
005. SHEET 3: THE TENTATIVE DOES NOT SHOW OPEN SPACE AT THE
BACK OF LOTS 1 AND 2. PLEASE CONFIRM WITH PLANNING
THAT THIS AREA OF OPEN SPACE IS ACCEPTABLE.
006. SHEET 3: PLEASE MARK THE FOLLOWING LOTS WITH NBPG: 3,
4, 5, AND 9.
007. SHEET 3: PLEASE MARK THE FOLLOWING LOTS WITH MFF(FP)
AND INCLUDE PERTINENT ELEVATIONS: 18, 19, 26, AND 25.
008. SHEET 3: PLEASE PROVIDE THE FOLLOWING LABELS:
MFF(SAG)=249.91 ON LOT 15 AND MFF(SAG)=249.91 ON LOT
16.
009. SHEET 3: THE 100 YEAR BACKWATER BETWEEN LOTS 15 AND 16
SHOULD BE TRIMMED TO THE LOCATION WHERE THEY CROSS THE
100 YEAR FLOODPLAIN, DOWNSTREAM OF THE OUTLET AT STR 9.
010. SHEET 3: INDICATE LOCATION AND DESCRIPTION OF ALL
BENCHMARKS AND THEIR ELEVATION REFERENCED TO MEAN SEA
LEVEL. AT LEAST ONE BENCHMARK MUST BE SHOWN WITHIN THE
LIMITS OF THE SUBDIVISION SECTION.
011. SHEET 3: PLEASE PROVIDE A 25' DIMENSION ON THE BUILDING
SETBACK LINE. THE USE OF ONE TYPICAL DIMENSION
LEADER+LABEL MAY BE USED RATHER THAN MARKING EACH LOT
WITH THIS SETBACK.
012. SHEET 3: PLEASE PROVIDE A MINIMUM CRAWL SPACE ELEVATION
ON LOT 10. INCLUDE A MCS DETAIL IN THE PLANS.
013. SHEET 3: LABEL THE VSE AT LOTS 26 AND 15.
014. SHEET 3: PLEASE PROVIDE A LEGEND WITH LINETYPES
INCLUDING BUT NOT LIMITED TO: WETLANDS, 100 YEAR
FLOODPLAIN, RPA, WOUS, AND 100 YEAR BACKWATER. THIS
LEGEND MAY BE ADDED TO SHEET 1 IF SPACE DOES NOT ALLOW
ON SHEET 3.
015. SHEET 3: SHIFT THE 1X+XX STATION LABELS ON EASTER ROAD
SO THE "1" IS MORE VISIBLE.
016. SHEET 3: THE SECOND ROW NOTE SHOULD SPECIFY NO FURTHER
THAN 3' RATHER THAN 2'.
017. SHEET 4: ON THE OLD WESTRIDGE DRIVE PROFILE, LABEL THE
INTERSECTION WITH EASTER ROAD AT STATION 10+00.
018. SHEET 5: PLEASE REVISE THE SLOPE AT SWALE LOT 9 TO
A MINIMUM OF 0.75%. STARTING AT GRADE SHOULD ASSIST
ACHIEVING A 0.75% SLOPE.
019. SHEET 5: REVISE THE TITLE "SWALE LOT 7" TO "SWALE LOT
9."
020. SHEET 5: PLEASE LABEL RIP RAP AT THE END OF PIPE
SECTIONS AS 24" THICKNESS WITH GEOTEXTILE FABRIC
UNDERLAYMENT.
021. SHEET 5: INCLUDE THE EDGE OF WETLANDS ON THE STR 2-4
PROFILE.
022. SHEET 6: SHIFT THE SIDE YARD SWALE ON LOT 10 TO THE
UPSTREAM SIDE OF LOT 9.
023. SHEET 6: PROVIDE GRADING TO FLATTEN THE VALLEY BETWEEN
LOTS 3, 4, AND 5. FURTHER DISCUSSION MAY BE HELPFUL.
024. SHEET 6: THE DRAINAGE FROM LOTS 27, 28, AND 29 RUNS
VERY CLOSE TO SUMMER LAKE SECTION 9. TO PREVENT ANY
SIGNIFICANT VOLUME FROM ENTERING AN OFFSITE PROPERTY,
ADD A 5:1 GRASS SWALE FROM THE CORNER OF LOTS 27/28
DOWN TOWARDS THE WOUS TO KEEP FLOW WITHIN THE LIMITS OF
THIS SECTION. PROVIDE ALL NECESSARY ANALYSIS. FURTHER
DISCUSSION MAY BE USEFUL.
025. SHEET 12/13: PLEASE LABEL FLOW PATH INCLUDING SHEET
FLOW, SHALLOW CONCENTRATED FLOW, AND CHANNEL FLOW.
026. SHEET 12/13: IS IT POSSIBLE TO ADJUST CONTOUR LINETYPE
SO THE NUMERIC ELEVATIONS CAN BE SHOWN MORE FREQUENTLY
THROUGHOUT AN INDIVIDUAL CONTOUR?
027. SHEET 14: UPDATE THE PAVEMENT DESIGN TABLE. ELLERBY
DRIVE IS NOT IN SECTION 11 AND THE TABLE IS MISSING
STREETS THAT ARE IN SECTION 11. ENSURE ALL ROADS
WITHIN SECTION 11 ARE INCLUDED IN THIS TABLE.
028. SHEET 14: REMOVE ELLERBY DRIVE/COURT/PLACE FROM THE
CURB AND GUTTER DETAIL AND ADD ALL ROADS WITHIN SECTION
11.
029. SHEET 14: PLEASE INCLUDE THE 5' CONCRETE SIDEWALK
DETAIL.
030. SHEET 14: PROVIDE A DETAIL FOR THE 48" MH.
031. CALCULATIONS: A 1.25 SATURATION FACTOR MUST BE APPLIED
TO 100 YEAR RAINFALL INTENSITY. PLEASE INCLUDE THIS IN
THE I100 FOR STR 1.
032. CALCULATIONS: A 1.25 SATURATION FACTOR MUST BE APPLIED
TO 100 YEAR RAINFALL INTENSITY. HAS THIS BEEN INCLUDED
IN THE STORM SEWER DESIGN SPREADSHEET? IF SO, PLEASE
ADD "1.25*…" TO THE APPROPRIATE COLUMN HEADING.
---- CBPA ----
001. SHEET 11: THE TITLE OF WORKSHEET A SHOULD SPECIFY
SECTION 11 RATHER THAN SECTION 10.
002. SHEET 1: PLEASE INCLUDE DB 8052-860 REFERENCE FOR
REGIONAL BMP IN CBPA COMPLIANCE NOTE.
003. PLEASE PROVIDE A WRITTEN RESPONSE IN THE MARGIN OF A
COPY OF THESE REVIEW COMMENTS WITH YOUR NEXT PLAN
SUBMITTAL. DESIGN, DETAIL AND CALCULATIONS REQUIRED BY
THE ABOVE COMMENTS SHALL BE SUBJECT TO FURTHER REVIEW.
---- END OF ENV. ENG. COMMENTS ----
============================================================
============================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : JULIE PRANGER/796-7103
NAME OF PLAN : WESTERLEIGH SECTION 11
SITE PLAN NO. : 15CP0113
LATEST PLAN DATE : 08/12/15
DEPT. REC'D DATE : 08/17/15
SUBMITTAL NUMBER : 2
REVIEW DATE : 09/04/15
RECOMMENDATION : REVISION REQUIRED
TABLE REVIEW : NO
---- GENERAL NOTES ----
001. AS PER TENTATIVE CONDITION 13, PRIOR TO CONSTRUCTION
PLAN APPROVAL, EE MUST RECEIVE DOCUMENTATION THAT
LESUEUR AND MARGARET WEST (4800 OTTERDALE ROAD) HAVE
BEEN NOTIFIED OF THE PROPOSED ADJACENT CONSTRUCTION.
002. THE RESPONSIBILITY FOR COMPLIANCE WITH CHESTERFIELD
COUNTY STANDARDS AND POLICIES, AND WITH STATE AND
FEDERAL REGULATIONS WILL BE PLACED ON THE PROFESSIONAL
ENGINEER WHO SIGNS AND SEALS THE CONSTRUCTION PLANS
APPROVED.
003. THIS OFFICE RECOGNIZES THAT 10-YEAR PRE/10-YEAR POST
REQUIREMENTS FOR FLOOD PROTECTION HAVE BEEN ADDRESSED
BY DISCHARGING INTO THE ESTABLISHED 100 YEAR
FLOODPLAIN. THIS HAS NOT BEEN ADEQUATELY ADDRESSED AT
THE OFFSITE NOW/FORMERLY WEST PROPERTY.
004. THE RESPONSIBILITY FOR ACHIEVING AND MAINTAINING
SATISFACTORY LOT DRAINAGE WILL BE THAT OF THE DEVELOPER
UP THROUGH A PERIOD OF ONE YEAR AFTER STATE ACCEPTANCE
OF THE SUBDIVISION ROADS.
005. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT:
A) CONSTRUCTION PLANS MUST BE APPROVED.
B) TWO ADDITIONAL SETS OF THE APPROVED PLANS MUST BE
SUBMITTED TO BE STAMPED "APPROVED FOR CONSTRUCTION"
AND SUBSEQUENTLY PICKED UP FOR DEVELOPER USE.
C) THE ENVIRONMENTAL ENGINEERING DEPARTMENT SHALL
REQUIRE COPIES OF APPLICABLE CORRESPONDENCE FROM THE
U.S. ARMY CORPS OF ENGINEERS AND DEPARTMENT OF
ENVIRONMENTAL QUALITY SUCH THAT IT MAY BE DETERMINED
THAT ANY REQUIRED WETLANDS PERMITS HAVE BEEN
RECEIVED.
D) AN EROSION CONTROL BOND MUST BE POSTED IN THE AMOUNT
OF $40,743.00.
E) FLAGGING AND/OR SAFETY FENCE AROUND USACOE
JURISDICTIONAL WETLANDS AND/OR OTHER
ENVIRONMENTALLY SENSITIVE AREAS MUST BE INSTALLED
AND CLEARLY VISIBLE.
F) PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
COPY OF THE AUTOCAD FILE MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE AUTOCAD
FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD
VERSION 2009 OR EARLIER AND REFERENCED DIRECTLY TO
THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH
ZONE IN THE NAD83 DATUM. THE AUTOCAD FILE MAY BE
SUBMITTED ON A CD, DVD, OR VIA EMAIL AND MUST BE
CLEARLY LABELED WITH THE SUBDIVISION NAME AND
SECTION, SUBDIVISION PLAN NUMBER, THE ENGINEERING
FIRM AND THE CAD FILE PREPARER'S NAME AND PHONE
NUMBER. THE FILE MUST CONTAIN THE FOLLOWING, EACH
CLEARLY LABELED IN SEPARATE LAYERS:
1. EDGES OF ROADS TO INCLUDE CURB AND GUTTER; AND
2. EDGES OF SIDEWALKS.
THE FILE MUST BE APPROVED BY ENVIRONMENTAL
ENGINEERING PRIOR TO ISSUANCE OF THE LAND
DISTURBANCE PERMIT.
006. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100 PER LOT BMP MAINTENANCE FEE MUST BE RECEIVED.
---- EROSION & SEDIMENT CONTROL ----
001. SHEET 7/8: AS PREVIOUSLY REQUESTED, SHOW THE RPA
ADJACENT TO SUMMER LAKE ABOVE LOT 26 AND THE 100 YEAR
FLOODPLAIN AT 4701 EASTER ROAD NORTH OF LOT 1. PLEASE
REFERENCE SHEET 3 WHERE THE REQUESTED INFORMATION HAS
BEEN CORRECTLY SHOWN.
002. SHEET 8: AS PREVIOUSLY REQUESTED, PLEASE PROVIDE SSF
ALONG THE DIVERSION DIKE ON THE DOWNSTREAM SIDE OF
EASTER ROAD (THE OPEN SPACE ACROSS FROM LOT 14).
003. SHEET 8: PLEASE RELABEL ALL TEMPORARY SEEDING AS
PERMANENT SEEDING.
004. SHEET 9: THE PROJECT DESCRIPTION SPECIFIES
CONSTRUCTION SHOULD END IN SPRING 2015 RATHER THAN
SPRING 2016. PLEASE REVISE.
005. A 2 YEAR PRE VS. POST ANALYSIS HAS NOT BEEN PROVIDED
TO SHOW HOW MS-19 IS BEING SATISFIED FOR THE SHEET
FLOW INTO THE ADJACENT NOW/FORMERLY WEST PROPERTY
ALONG THE EASTERN BOUNDARY. PLEASE ADDRESS.
INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE
EROSION/SEDIMENTATION ARE NOT EXEMPT.
006. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND/OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATION TO ENVIRONMENTAL FEATURES
INCLUDING, BUT NOT LIMITED TO, WETLANDS, SURFACE
WATER, GROUND WATER, AND AIR QUALITY. FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITIES.
---- ROAD AND DRAINAGE ----
001. SHEET 3: PLEASE REMOVE THE MFF(FLPL) FROM LOTS 15/16 AS
ONLY MFF(SAG)=249.91 APPLIES.
002. SHEET 3: AS PREVIOUSLY REQUESTED, PLEASE PROVIDE A 25'
DIMENSION ON THE BUILDING SETBACK LINE. THE USE OF ONE
TYPICAL DIMENSION LEADER+LABEL MAY BE USED RATHER THAN
MARKING EACH LOT WITH THIS SETBACK. IN THE CURRENT
STATE IT IS DIFFICULT TO DETERMINE FROM WHICH PROPERTY
LINE EACH BSL IS APPLICABLE TO.
003. SHEET 3: AS PREVIOUSLY REQUESTED, PLEASE PROVIDE A
MINIMUM CRAWL SPACE ELEVATION ON LOT 10. THE LABEL
MSCE IS PROVIDED, BUT THE AFFILIATED NUMERICAL
ELEVATION IS NOT SHOWN.
004. SHEET 3: AS PREVIOUSLY REQUESTED, LABEL THE VSE AT LOT
15.
005. SHEET 4: AS PREVIOUSLY REQUESTED, ON THE OLD WESTRIDGE
DRIVE PROFILE, LABEL THE INTERSECTION WITH EASTER ROAD
AT STATION 10+00.
006. SHEET 4: THE STOPPING SIGHT DISTANCE AT PVI STA:
10+90.40 ON THE OLDER WESTRIDGE PLACE PROFILE AND AT
PVI STA: 11+00.00 ON PROFILE WARREN CREST COURT PROFILE
HAVE QUESTIONS MARKS RATHER THAN NUMERICAL INFORMATION.
PLEASE REVISE.
007. SHEET 5: PLEASE LABEL RIP RAP AT THE END OF PIPE
SECTIONS AS 24" THICKNESS WITH GEOTEXTILE FABRIC
UNDERLAYMENT AT THE END OF PIPE STR 6.
008. SHEET 5: THE ID "8" HAS BEEN USED FOR TWO STRUCTURES IN
THE STR 5-8 PROFILE. PLEASE REVISE TO INCLUDE STR 9.
RELABEL THE PROFILE STR 6-9.
009. SHEET 5: RENAME STR 10-4 AS STR 11-5. THE INLET
STRUCTURE ON THE RIGHT-MOST END SHOULD BE LABELED STR 5
RATHER THAN STR 4.
010. SHEET 5: RENAME STR 9-10 AS STR 11-10.
011. SHEET 13: PLEASE SHOW THE RECORDED 100 YEAR FLOODPLAIN
LIMITS CROSSING LOT 50 SUMMER LAKE SECTION 9 ADJACENT
TO LOT 1.
012. SHEET 14: AS PREVIOUSLY REQUESTED, PLEASE INCLUDE A 5'
CONCRETE SIDEWALK DETAIL.
013. SHEET 14: AS PREVIOUSLY REQUESTED, PLEASE PROVIDE A
DETAIL FOR THE 48" MH OR REFERENCE THE VDOT STANDARD
MANHOLE, MH-1.
014. CALCULATIONS: PLEASE RESUBMIT THE CULVERT CALCULATIONS
FOR STR 1. IT WAS REQUESTED THAT A 1.25 SATURATION
FACTOR MUST BE APPLIED TO 100 YEAR RAINFALL INTENSITY
BUT THE NEW CALCULATIONS HAVE NOT BEEN SUBMITTED FOR
REVIEW.
015. THE REVISED STORM SEWER/DRAINAGE DESIGN FOR SECTION
10/11 HAS ADDITIONAL ACREAGE DRAINING TO STR 7 IN
DOWNSTREAM SUMMER LAKE SECTION 9. PLEASE PROVIDE
10/100 YEAR CALCULATIONS WHICH VERIFY ADEQUATE CAPACITY
OF DOWNSTREAM IMPROVEMENTS AND NO INCREASE TO RECORDED
100 YEAR BACKWATER/FLOODPLAIN ELEVATIONS. PLEASE
ADDRESS.
016. PLEASE PROVIDE A WRITTEN RESPONSE IN THE MARGIN OF A
COPY OF THESE REVIEW COMMENTS WITH YOUR NEXT PLAN
SUBMITTAL. DESIGN, DETAIL AND CALCULATIONS REQUIRED BY
THE ABOVE COMMENTS SHALL BE SUBJECT TO FURTHER REVIEW.
============================================================
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE #: CHRIS SOLDAN (AGENT REVIEWER)/665-1095
NAME OF PLAN: WESTERLEIGH SECTION 11
SITE PLAN NO.: 15CP0113
LATEST PLAN DATE: 09/21/2015
DEPT. REC'D DATE: 09/23/2015
SUBMITTAL NUMBER: 3
REVIEW DATE: 10/14/2015
RECOMMENDATION: REVISION REQUIRED
TABLE REVIEW: NO
-------- GENERAL NOTES --------
001. AS PER TENTATIVE CONDITION 13, PRIOR TO CONSTRUCTION
PLAN APPROVAL, EE MUST RECEIVE DOCUMENTATION THAT
LESUEUR AND MARGARET WEST (4800 OTTERDALE ROAD) HAVE
BEEN NOTIFIED OF THE PROPOSED ADJACENT CONSTRUCTION.
002. THE RESPONSIBILITY FOR COMPLIANCE WITH CHESTERFIELD
COUNTY STANDARDS AND POLICIES, AND WITH STATE AND
FEDERAL REGULATIONS WILL BE PLACED ON THE PROFESSIONAL
ENGINEER WHO SIGNS AND SEALS THE CONSTRUCTION PLANS
APPROVED.
003. THIS OFFICE RECOGNIZES THAT THE 10-YEAR PRE/10-YEAR
POST REQUIREMENTS FOR FLOOD PROTECTION CAN BE
ADDRESSED BY DISCHARGING INTO THE ESTABLISHED 100 YEAR
FLOODPLAIN. THIS HAS NOT BEEN ADEQUATELY ADDRESSED AT
THE OFFSITE NOW/FORMERLY WEST PROPERTY.
004. THE RESPONSIBILITY FOR ACHIEVING AND MAINTAINING
SATISFACTORY LOT DRAINAGE WILL BE THAT OF THE DEVELOPER
UP THROUGH A PERIOD OF ONE YEAR AFTER STATE ACCEPTANCE
OF THE SUBDIVISION ROADS.
005. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT:
A) CONSTRUCTION PLANS MUST BE APPROVED.
B) TWO ADDITIONAL SETS OF THE APPOVED PLANS MUST BE
SUBMITTED TO BE STAMPED "APPROVED FOR CONSTRUCTION" AND
SUBSEQUENTLY PICKED UP FOR DEVELOPER USE.
C) THE ENVIRONMENTAL ENGINEERING DEPARTMENT SHALL REQUIRE
COPIES OF THE APPLICABLE CORRESPONDENCE FROM THE U.S.
ARMY CORPS OF ENGINEERS AND DEPARTMENT OF ENVIRONMENTAL
QUALITY SUCH THAT IT MAY BE DETERMINED THAT ANY
REQUIRED WETLANDS PERMITS HAVE BEEN RECEIVED.
D) AN EROSION CONTROL BOND MUST BE POSTED IN THE AMOUNT
OF $40,743.00.
E) FLAGGING AND/OR SAFETY FENCE AROUND USACOE
JURISDICTIONAL WETLANDS AND/OR OTHER ENVIRONMENTALLY
SENSITIVE AREAS MUST BE INSTALLED AND CLEARLY VISIBLE.
F) PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
COPY OF THE AUTOCAD FILE MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE AUTOCAD
FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD
VERSION 2009 OR EARLIER AND REFERENCED DIRECTLY TO
THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH
ZONE IN THE NAD83 DATUM. THE AUTOCAD FILE MAY BE
SUBMITTED ON A CD, DVD, OR VIA EMAIL AND MUST BE
CLEARLY LABELED WITH THE SUBDIVISION NAME AND
SECTION, SUBDIVISION PLAN NUMBER, ENGINEERING
FIRM AND CAD FILE PREPARER'S NAME AND PHONE
NUMBER. THE FILE MUST CONTAIN THE FOLLOWING, EACH
CLEARLY LABELED IN SEPARATE LAYERS:
1. EDGES OF ROADS TO INCLUDE CURB AND GUTTER; AND
2. EDGES OF SIDEWALKS
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING PRIOR
TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
006. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100 PER LOT BMP MAINTENANCE FEE MUST BE RECEIVED.
-------- EROSION CONTROL --------
001. SHEET 2A: THE LOT NUMBERING DOES NOT MATCH WHAT IS
SHOWN ON OTHER SHEETS. PLEASE REVISE.
002. SHEET 9: THE Q2 AND V2 LISTED IN THE TABLE FOR
MS-19#4 DOES NOT MATCH THE CROSS SECTION OR
CALCULATIONS. PLEASE REVISE.
003. MS-19 #4: THE 2 YEAR PRE VS. POST ANALYSIS FOR THE
EASTERN BOUNDARY INDICATES THAT POST DEVELOPMENT
FLOWS WILL BE INCREASED. THERE DOES NOT APPEAR TO BE
AN ADEQUATE BED/BANK CHANNEL ACROSS THE WEST PROPERTY
TO REACH THE LOCATION OF MS-19 #6. ALTHOUGH WETLANDS
AND FLOODPLAIN MAY BE PRESENT ON THE WEST PROPERTY,
THOSE FEATURES MUST BE CONFIRMED AND ESTABLISHED ON THE
PLANS IN ORDER TO QUALIFY FOR SITUATION E. WRITTEN
ACKNOWLEDGMENT FROM THE OWNER THAT THE INCREASES IN
STORMWATER IN A NON-ERODIBLE CONVEYANCE WITHOUT
BED/BANK CONSTRAINS IS AN ALTERNATIVE.
004. MS-19 #5: A 2 YEAR PRE VS POST ANALYSIS HAS NOT BEEN
PROVIDED TO SHOW HOW MS-19 IS BEING SATISFIED FOR THE
SHEET FLOW INTO THE ADJACENT NOW/FORMERLY LIFESTYLE
BUILDERS & DEV., INC. PROPERTIES (4701 EASTER ROAD)
ALONG THE NORTHERN BOUNDARY AT LOT 1. THE RUNOFF MUST
FLOW ACROSS THESE LOTS BEFORE REACHING THE 100 YEAR
FLOODPLAIN. PLEASE ADDRESS. INCREASED VOLUMES OF SHEET
FLOW THAT MAY CAUSE EROSION/SEDIMENTATION ARE NOT
EXEMPT. WRITTEN ACKNOWLEDGMENT FROM THE
DEVELOPER/OWNER THAT THE INCREASES IN STORMWATER IN A
NON-ERODIBLE CONVEYANCE WITHOUT BED/BANK CONSTRAINS IS
AN ALTERNATIVE.
005. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND/OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR STATE
PERMITS IN RELATION TO ENVIRONMENTAL FEATURES
INCLUDING, BUT NOT LIMITED TO, WETLANDS, SURFACE WATER,
GROUND WATER, AND AIR QUALITY. FINAL APPROVAL OF THESE
PLANS WILL NOT RELIEVE YOU OF YOUR RESPONSIBILITIES.
-------- ROAD AND DRAINAGE --------
001. SHEET 5: THE 24" RIP RAP LABEL ON THE STR 1 PROFILE IS
OBSCURED. PLEASE REVISE.
002. IT APPEARS THAT THE REVISIONS OF THE DRAINAGE AREAS FOR
BOTH WESTERLEIGH SECTION 10 AND 11 DRIVE HAVE INCREASED
THE TOTAL DISCHARGE TO THE STREAM FEATURE WHICH FLOWS
INTO THE SUMMER LAKE DEVELOPMENT THAT WILL EXCEED THE
CAPACITY OF THE DOWNSTREAM CULVERT AND 100 YEAR
BACKWATER AT SHORELAND DRIVE. THE SUBMITTED 100-YR
FLPL XSEC 8 INDICATES A PROPOSED FLOW OF 96.89 CFS
WHILE THE DOWNSTREAM CULVERT WAS DESIGNED FOR A 100-YR
FLOW OF 69.8 CFS. PLEASE ADDRESS AND COORDINATE
REVISIONS AND CALCULATIONS WITH THE SUBMITTAL OF
WESTERLEIGH SECTION 10. DOWNSTREAM INFRASTRUCTURE
CALCULATIONS FROM SUMMER LAKE SECTION 9 DEVELOPMENT
HAVE BEEN PROVIDED BY SEPARATE ATTACHMENT. A REDUCTION
IN DRAINAGE AREAS AND/OR INSTALLATION OF A DETENTION
BASIN ARE ALTERNATIVES. FURTHER DISCUSSION MAY BE
HELPFUL.
---- END OF ENV. ENG. COMMENTS ----
============================================================
============================================================
============================================================
============================================================
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE #: CHRIS SOLDAN (AGENT REVIEWER)/665-1095
NAME OF PLAN: WESTERLEIGH SECTION 11
SITE PLAN NO.: 15CP0113
LATEST PLAN DATE: 03/10/2016
DEPT. REC'D DATE: 03/16/2016
SUBMITTAL NUMBER: 4
REVIEW DATE: 03/30/2016
RECOMMENDATION: REVISION REQUIRED
TABLE REVIEW: NO
-------- GENERAL NOTES --------
001. AS PER TENTATIVE CONDITION 13, PRIOR TO CONSTRUCTION
PLAN APPROVAL, EE MUST RECEIVE DOCUMENTATION THAT
LESUEUR AND MARGARET WEST (4800 OTTERDALE ROAD) AND N/F
MOORE (4701 EASTER ROAD) HAVE BEEN NOTIFIED OF THE
PROPOSED ADJACENT CONSTRUCTION.
002. THE RESPONSIBILITY FOR COMPLIANCE WITH CHESTERFIELD
COUNTY STANDARDS AND POLICIES, AND WITH STATE AND
FEDERAL REGULATIONS WILL BE PLACED ON THE PROFESSIONAL
ENGINEER WHO SIGNS AND SEALS THE CONSTRUCTION PLANS
APPROVED.
003. THIS OFFICE RECOGNIZES THAT THE 10-YEAR PRE/10-YEAR
POST REQUIREMENTS FOR FLOOD PROTECTION HAVE BEEN
ADDRESSED BY DISCHARGING INTO THE ESTABLISHED 100 YEAR
FLOODPLAIN. THIS HAS NOT BEEN ADEQUATELY ADDRESSED AT
THE OFFSITE NOW/FORMERLY WEST PROPERTY.
004. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT:
A) CONSTRUCTION PLANS MUST BE APPROVED.
B) TWO ADDITIONAL SETS OF THE APPROVED PLANS MUST BE
SUBMITTED TO BE STAMPED "APPROVED FOR CONSTRUCTION" AND
SUBSEQUENTLY PICKED UP FOR DEVELOPER USE.
C) THE ENVIRONMENTAL ENGINEERING DEPARTMENT SHALL REQUIRE
COPIES OF THE APPLICABLE CORRESPONDENCE FROM THE U.S.
ARMY CORPS OF ENGINEERS AND DEPARTMENT OF ENVIRONMENTAL
QUALITY SUCH THAT IT MAY BE DETERMINED THAT ANY
REQUIRED WETLANDS PERMITS HAVE BEEN RECEIVED.
D) AN EROSION CONTROL BOND MUST BE POSTED IN THE AMOUNT
OF $51,927.00.
E) FLAGGING AND/OR SAFETY FENCE AROUND USACOE
JURISDICTIONAL WETLANDS AND/OR OTHER ENVIRONMENTALLY
SENSITIVE AREAS MUST BE INSTALLED AND CLEARLY VISIBLE.
F) PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
COPY OF THE AUTOCAD FILE MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE AUTOCAD
FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD
VERSION 2009 OR EARLIER AND REFERENCED DIRECTLY TO
THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH
ZONE IN THE NAD83 DATUM. THE AUTOCAD FILE MAY BE
SUBMITTED ON A CD, DVD, OR VIA EMAIL AND MUST BE
CLEARLY LABELED WITH THE SUBDIVISION NAME AND
SECTION, SUBDIVISION PLAN NUMBER, ENGINEERING
FIRM AND CAD FILE PREPARER'S NAME AND PHONE
NUMBER. THE FILE MUST CONTAIN THE FOLLOWING, EACH
CLEARLY LABELED IN SEPARATE LAYERS:
1. EDGES OF ROADS TO INCLUDE CURB AND GUTTER; AND
2. EDGES OF SIDEWALKS
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING PRIOR
TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
005. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100 PER LOT BMP MAINTENANCE FEE MUST BE RECEIVED.
006. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND/OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR STATE
PERMITS IN RELATION TO ENVIRONMENTAL FEATURES
INCLUDING, BUT NOT LIMITED TO, WETLANDS, SURFACE WATER,
GROUND WATER, AND AIR QUALITY. FINAL APPROVAL OF THESE
PLANS WILL NOT RELIEVE YOU OF YOUR RESPONSIBILITIES.
-------- EROSION CONTROL --------
007. SHEET 9 & 13: THE MS-19 TABLE LISTS POINTS #1, 2, 4, 6,
& 7 WHILE THE DRAINAGE AREA MAP SHOWS CROSS SECTIONS
FOR POINTS 4, 5, 6, & 7. ADDITIONALLY THE HYDROLOGY
WORKSHEET HAS CALCULATIONS FOR #1 (REMOVED), 3, 4, 5,
6, & 7. PLEASE COORDINATE AND REVISE THE TABLE, PLANS,
AND CALCS FOR THE FINAL POINTS OF ANALYSIS FOR MS-19.
008. MS-19 #4 ALONG THE WEST PROPERTY
A) EASTERN RUNOFF A-1 - THE HYDROLOGY WORKSHEET SUBMITTED
9/21/15 INDICATED A PREDEVELOPMENT AREA OF 3.07 ACRES
WHILE THE CURRENT VERSION SUBMITTED 3/11/16 INDICATES A
PREDEVELOPMENT AREA OF 4.13 ACRES, AN INCREASE OF 1.06
ACRES. THE SAME INCREASE IN AREA HAS BEEN APPLIED TO
THE POST DEVELOPMENT AREA. IT DOES NOT APPEAR THAT ANY
CHANGES TO THE FLOW PATTERNS IN THE AREA HAVE OCCURRED.
PLEASE CONFIRM THE REASON FOR THE CHANGE IN CALCULATED
AREA.
B) THE 2-YR PRE/POST CALCULATIONS SUBMITTED ONLY
ACCOUNT FOR ONSITE DRAINAGE AND MUST INCLUDE THE
OFFSITE DRAINAGE FROM THE OTHER SECTION OF WESTERLEIGH.
C) ONE OPTION IS TO DELAY RECORDATION OF LOTS 7-11. REMOVE
ANY REFERENCE TO NBP FOR THESE LOTS AS THEY SHOULD ALL
BE GHOSTED AND LABELED AS FUTURE. ANY REMAINING LOTS
SHOULD BE RENUMBERED.
D) ALTHOUGH WETLANDS AND FLOODPLAIN MAY BE PRESENT ON THE
WEST PROPERTY, THOSE FEATURES MUST BE
ESTABLISHED/RECORDED AND SHOWN ON THE PLANS BEFORE THE
RECORDATION OF ANY FUTURE LOTS.
E) WRITTEN ACKNOWLEDGMENT FROM THE OWNER OF THE WEST
PROPERTY THAT THE INCREASES IN STORMWATER IN A NON-
ERODIBLE CONVEYANCE WITHOUT BED/BANK CONSTRAINTS IS
ANOTHER ALTERNATIVE.
009. FORMERLY MS-19 #5: THE SWALE ALONG THE NORTHERN
PROPERTY LINE OF LOT 1 DOES NOT HAVE AN ADEQUATE
RECEIVING CHANNEL. THERE IS AN APPROXIMATE 30 FOOT
GAP ACROSS THE ADJACENT NOW/FORMERLY MOORE LOT (4701
EASTER ROAD) BETWEEN THE END OF THE SWALE AND THE
DELINEATED FLOODPLAIN. MS-19 IS NOT SATISFIED.
FURTHER DISCUSSION MAY BE HELPFUL
-------- ROAD AND DRAINAGE --------
010. SHEETS 13-13B: THE DRAINAGE AREA DELINEATIONS AND AREA
LABELING VARY SLIGHTLY AND DO NOT MATCH WHAT WAS
PROVIDED IN THE WESTERLEIGH SECTION 10 SUBMITTAL.
PLEASE ADDRESS AND COORDINATE REVISIONS AND
CALCULATIONS WITH THE SUBMITTAL OF WESTERLEIGH
SECTION 10.
-------- STORMWATER COMPUTATIONS --------
011. POND ROUTING CALCULATIONS: REFER TO THE SECTION 10
COMMENTS REGARDING POND ROUTING AND 100-YR DISCHARGE
CALCULATIONS. FURTHER DISCUSSION MAY BE HELPFUL.
012. HYDRAULIC GRADE LINE CALCULATIONS:
A) THE OUTLET WATER SURFACE ELEVATIONS FOR THE OUTFALL
INTO POND 2 (AT STRUCTURES 3) SHOULD BE SET TO THE
CALCULATED WSE IN THE POND FOR THE 10-YR AND 100-YR
STORMS AS THESE ELEVATIONS APPEAR TO BE GREATER 0.8
TIMES THE DIAMETER OF THE OUTLET PIPE (0.8D). THIS
COULD CAUSE FLOWS TO EXCEED THE RIM ELEVATIONS OF
UPSTREAM STRUCTURES. PLEASE REVISE.
-------- SWM/BMP DESIGN --------
013. SHEET 3A: SPECIFY THAT THE OUTFALL PIPE PENETRATING
THE POND EMBANKMENT (STRUCTURE 20) SHALL BE O-RING RCP
PIPE.
014. SHEET 3A: THE SWM/BMP EASEMENT ENCLOSING THE FACILITY
SHOULD BE 25' OFF THE 100-YR WSE OR TOE OF DAM,
WHICHEVER IS MOST RESTRICTIVE. THE WIDTH MAY BE
REDUCED ADJACENT TO WOUS. PLEASE REVISE
015. SHEET 3: LOT #23 - SHOW AND DIMENSION A 50' VEGETATIVE
PERIMETER YARD SETBACK MEASURED FROM THE 100-YR WSE OR
TOE OF DAM OF POND 1, WHICHEVER IS MORE RESTRICTIVE.
PLEASE ADDRESS AND COORDINATE REVISIONS WITH THE
SUBMITTAL OF WESTERLEIGH SECTION 10.
016. SHEET 3A: PROVIDE 12' WIDE MAINTENANCE CORRIDOR ALONG
THE TOP OF THE EMBANKMENT ON THE WESTERN SIDE OF THE
POND TO PROVIDE ACCESS TO THE INFLOW/OUTFLOW LOCATIONS.
017. SHEET 3A: THE WEIR DESIGN FOR BOTH DETENTION PONDS IN
SECTIONS 10/11 SHOULD REFLECT 8" THICK CONCRETE WALLS
IN LIEU OF 6". PLEASE ADDRESS.
018. PLEASE EXPLAIN HOW VEHICLE SAFETY HAS BEEN PROVIDED FOR
BOTH DETENTION PONDS IN SECTIONS 10/11.
019. IS IT THE INTENT TO USE AN AGRICULTURAL GATE IN
COMBINATION WITH THE ALUMINUM FENCE?
---- END OF ENV. ENG. COMMENTS ----
============================================================
============================================================
============================================================
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE #: CHRIS SOLDAN (AGENT REVIEWER)/665-1095
NAME OF PLAN: WESTERLEIGH SECTION 11
SITE PLAN NO.: 15CP0113
LATEST PLAN DATE: 05/20/2016
DEPT. REC'D DATE: 05/24/2016
SUBMITTAL NUMBER: 5
REVIEW DATE: 06/15/2016
RECOMMENDATION: REVISION REQUIRED
TABLE REVIEW: NO
-------- GENERAL NOTES --------
001. PRIOR TO CONSTRUCTION PLAN APPROVAL, EE MUST RECEIVE
DOCUMENTATION THAT N/F MOORE (4701 EASTER ROAD) AND N/F
BALLIET (17013 SHORELAND DR) HAVE BEEN NOTIFIED OF THE
PROPOSED ADJACENT CONSTRUCTION. SEND AN 8.5 BY 11 PLAN
VIEW OF ACTIVITY IN VICINITY OF THEIR PROPERTY
CERTIFIED MAIL RETURN RECEIPT REQUESTED.
002. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT:
A) CONSTRUCTION PLANS MUST BE APPROVED.
B) TWO ADDITIONAL SETS OF THE APPROVED PLANS MUST BE
SUBMITTED TO BE STAMPED "APPROVED FOR CONSTRUCTION" AND
SUBSEQUENTLY PICKED UP FOR DEVELOPER USE.
C) THE ENVIRONMENTAL ENGINEERING DEPARTMENT SHALL REQUIRE
COPIES OF THE APPLICABLE CORRESPONDENCE FROM THE U.S.
ARMY CORPS OF ENGINEERS AND DEPARTMENT OF ENVIRONMENTAL
QUALITY SUCH THAT IT MAY BE DETERMINED THAT ANY
REQUIRED WETLANDS PERMITS HAVE BEEN RECEIVED.
D) AN EROSION CONTROL BOND MUST BE POSTED IN THE AMOUNT
OF $52,540.00.
E) FLAGGING AND/OR SAFETY FENCE AROUND USACOE
JURISDICTIONAL WETLANDS AND/OR OTHER ENVIRONMENTALLY
SENSITIVE AREAS MUST BE INSTALLED AND CLEARLY VISIBLE.
F) PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
COPY OF THE AUTOCAD FILE MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE AUTOCAD
FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD
VERSION 2009 OR EARLIER AND REFERENCED DIRECTLY TO
THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH
ZONE IN THE NAD83 DATUM. THE AUTOCAD FILE MAY BE
SUBMITTED ON A CD, DVD, OR VIA EMAIL AND MUST BE
CLEARLY LABELED WITH THE SUBDIVISION NAME AND
SECTION, SUBDIVISION PLAN NUMBER, ENGINEERING
FIRM AND CAD FILE PREPARER'S NAME AND PHONE
NUMBER. THE FILE MUST CONTAIN THE FOLLOWING, EACH
CLEARLY LABELED IN SEPARATE LAYERS:
1. EDGES OF ROADS TO INCLUDE CURB AND GUTTER; AND
2. EDGES OF SIDEWALKS
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
003. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100 PER LOT BMP MAINTENANCE FEE MUST BE RECEIVED.
004. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND/OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR STATE
PERMITS IN RELATION TO ENVIRONMENTAL FEATURES
INCLUDING, BUT NOT LIMITED TO, WETLANDS, SURFACE WATER,
GROUND WATER, AND AIR QUALITY. FINAL APPROVAL OF THESE
PLANS WILL NOT RELIEVE YOU OF YOUR RESPONSIBILITIES.
-------- EROSION CONTROL --------
005. MS-19 #4 ALONG THE WEST PROPERTY: THE DEPARTMENT HAS
RECEIVED A LETTER FROM THE OWNER OF THE WEST PROPERTY
DATED 6/1/2016 ACKNOWLEDGING THAT THERE WILL BE AN
INCREASES IN STORMWATER WHICH WILL BE CONVEYED ACROSS
THEIR PROPERTY IN A NON-EROSIVE. A FORMAL WRITTEN
VARIANCE REQUEST FROM THE DEVELOPER FOR SITUATION E
STATING THAT THE FLOW IS NON-EROSIVE MUST BE SUBMITTED
FOR FINAL PLAN APPROVAL.
-------- STORMWATER COMPUTATIONS --------
006. THE "SEC 11 ONLY" ROUTING CALCULATIONS AND SWM 2
DESIGN SHOW AN ACCEPTABLE DISCHARGE TO THE DOWNSTREAM
SUMMERLAKE CULVERT AND ARE APPROVED.
007. THE "SITE RUNOFF TO E15" ROUTING CALCULATIONS WHICH
INCLUDE FLOWS FROM BOTH SECTION 10 & 11 APPEAR TO BE
ACCEPTABLE, HOWEVER FINAL APPROVAL IS CONTINGENT ON
REVIEW AND APPROVAL OF THE SWM 1 DESIGN AND SECTION 10
RESUBMITTAL.
008. HYDRAULIC CALCULATIONS ASSOCIATED WITH SECTION 11 ARE
APPROVED. HOWEVER THE CALCULATIONS PACKAGE ALSO
INCLUDED DRAINAGE AREAS AND ASSOCIATED CALCULATIONS
FOR PORTIONS OF SECTION 10. THE DEPARTMENT RESERVES
THE RIGHT TO PROVIDE ADDITIONAL COMMENTS ON THESE
CALCULATIONS AS PART OF THE SECTION 10 REVIEW.
-------- SWM/BMP DESIGN --------
009. SHEET 3: THE CONSTRUCTION OF SWM 1 AND ASSOCIATED
DRAINAGE IMPROVEMENTS INCLUDED IN SECTION 10 WILL
ENCROACH ON LOT 23 OF SECTION 11. ONE OPTION IS TO
REMOVE LOT 23 FROM SECTION 11. ANOTHER OPTION IS TO
INCLUDE THE CONSTRUCTION OF SWM 1 AND ASSOCIATED
INFRASTRUCTURE IN LOT 23 OF SECTION 11. A FURTHER
DISCUSSION MAY BE HELPFUL.
010. SHEET 3: THE RIPRAP OUTLET PROTECTION FROM SWM 1
ENCROACHES ON LOT 24. PLEASE REDUCE THE EXTENTS OF THE
RIPRAP ON THE EASTERN BANK TO THE LIMITS OF THE 100-YR
FLOODPLAIN.
011. SHEET 3A: REVISE THE SWM ESMT LIMITS TO COINCIDE WITH
THE R/W FOR BOTH SWM 1 & 2. A SKETCH HAS BEEN PROVIDED
AS A SEPARATE ATTACHMENT FOR CLARIFICATION.
012. PLEASE PROVIDE A WRITTEN RESPONSE TO EACH OF THE ABOVE
COMMENTS WITH YOUR NEXT PLAN SUBMITTAL.
---- END OF ENV. ENG. COMMENTS ----
============================================================
============================================================
============================================================
============================================================
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE #: CHRIS SOLDAN (AGENT REVIEWER)/665-1095
NAME OF PLAN: WESTERLEIGH SECTION 11
SITE PLAN NO.: 15CP0113
LATEST PLAN DATE: 07/28/16
DEPT. REC'D DATE: 07/28/16
SUBMITTAL NUMBER: 6
REVIEW DATE: 07/28/16
RECOMMENDATION: APPROVED
TABLE REVIEW: N/A
-------- GENERAL NOTES --------
001. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT:
A) CONSTRUCTION PLANS MUST BE APPROVED.
B) TWO ADDITIONAL SETS OF THE APPROVED PLANS MUST BE
PICKED UP FOR DEVELOPER USE.
C) THE ENVIRONMENTAL ENGINEERING DEPARTMENT SHALL REQUIRE
COPIES OF THE APPLICABLE CORRESPONDENCE FROM THE U.S.
ARMY CORPS OF ENGINEERS AND DEPARTMENT OF ENVIRONMENTAL
QUALITY SUCH THAT IT MAY BE DETERMINED THAT ANY
REQUIRED WETLANDS PERMITS HAVE BEEN RECEIVED.
D) AN EROSION CONTROL BOND MUST BE POSTED IN THE AMOUNT
OF $52,540.00.
E) FLAGGING AND/OR SAFETY FENCE AROUND USACOE
JURISDICTIONAL WETLANDS AND/OR OTHER ENVIRONMENTALLY
SENSITIVE AREAS MUST BE INSTALLED AND CLEARLY VISIBLE.
F) PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
COPY OF THE AUTOCAD FILE MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE AUTOCAD
FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD
VERSION 2009 OR EARLIER AND REFERENCED DIRECTLY TO
THE VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH
ZONE IN THE NAD83 DATUM. THE AUTOCAD FILE MAY BE
SUBMITTED ON A CD, DVD, OR VIA EMAIL AND MUST BE
CLEARLY LABELED WITH THE SUBDIVISION NAME AND
SECTION, SUBDIVISION PLAN NUMBER, ENGINEERING
FIRM AND CAD FILE PREPARER'S NAME AND PHONE
NUMBER. THE FILE MUST CONTAIN THE FOLLOWING, EACH
CLEARLY LABELED IN SEPARATE LAYERS:
1. EDGES OF ROADS TO INCLUDE CURB AND GUTTER; AND
2. EDGES OF SIDEWALKS
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
003. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100 PER LOT BMP MAINTENANCE FEE MUST BE RECEIVED.
004. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND/OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR STATE
PERMITS IN RELATION TO ENVIRONMENTAL FEATURES
INCLUDING, BUT NOT LIMITED TO, WETLANDS, SURFACE WATER,
GROUND WATER, AND AIR QUALITY. FINAL APPROVAL OF THESE
PLANS WILL NOT RELIEVE YOU OF YOUR RESPONSIBILITIES.
-------- STORMWATER COMPUTATIONS --------
005. THE "SEC 11 ONLY" ROUTING CALCULATIONS AND SWM 2
DESIGN SHOW AN ACCEPTABLE DISCHARGE TO THE DOWNSTREAM
SUMMERLAKE CULVERT AND ARE APPROVED.
006. HYDRAULIC CALCULATIONS ASSOCIATED WITH SECTION 11 ARE
APPROVED. HOWEVER THE CALCULATIONS PACKAGE ALSO
INCLUDED DRAINAGE AREAS AND ASSOCIATED CALCULATIONS
FOR PORTIONS OF SECTION 10. THE DEPARTMENT RESERVES
THE RIGHT TO PROVIDE ADDITIONAL COMMENTS ON THESE
CALCULATIONS AS PART OF THE SECTION 10 REVIEW.
---- END OF ENV. ENG. COMMENTS ----
============================================================
============================================================
============================================================
============================================================
.
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : GUOPING TANG / 796-7103
NAME OF PLAN : WESTERLEIGH - SECTION 11
SITE PLAN NO. : 15CP0113
LATEST PLAN DATE : 12/22/16
DEPT. REC'D DATE : 01/12/17
SUBMITTAL NUMBER : 6
REVIEW DATE : 02/09/17
RECOMMENDATION : REVISION REQUESTED
TABLE REVIEW : N/A
.
-------- GENERAL NOTES --------
.
001. THE RESPONSIBILITY FOR COMPLIANCE WITH CHESTERFIELD
COUNTY STANDARDS AND POLICIES, AND WITH STATE AND
FEDERAL REGULATIONS WILL BE PLACED ON THE PROFESSIONAL
ENGINEER WHO SIGNS AND SEALS THE APPROVED CONSTRUCTION
PLANS.
.
002. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND/OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR STATE
PERMITS IN RELATION TO ENVIRONMENTAL FEATURES
INCLUDING, BUT NOT LIMITED TO, WETLANDS, SURFACE WATER,
GROUND WATER, AND AIR QUALITY. FINAL APPROVAL OF THESE
PLANS WILL NOT RELIEVE YOU OF YOUR RESPONSIBILITIES.
.
003. THIS OFFICE RECOGNIZES THAT THE 10-YEAR PRE/10-YEAR
POST REQUIREMENTS FOR FLOOD PROTECTION MAY BE ADDRESSED
BY DISCHARGING INTO A 100-YEAR FLOODPLAIN.
.
004. OUR CONCERNS ARE BASED ON THE INFORMATION SHOWN IN THE
CONSTRUCTION PLANS. THE RESPONSIBILITY FOR IDENTIFYING
CRITICAL AREAS IS PLACED ON THE PROFESSIONAL ENGINEER
WHO SEALS THE CONSTRUCTION PLANS APPROVED. WE RESERVE
THE RIGHT TO INSPECT CONVEYANCE SYSTEMS PRIOR TO PLAT
RECORDATION AND/OR STATE ACCEPTANCE TO DETERMINE IF
ADDITIONAL IMPROVEMENTS ARE REQUIRED.
.
005. NOTE THAT THE LENGTH & INVERT ELEVATIONS FOR STR#1 AND
STR#6 HAVE BEEN CHANGED. PLEASE UPDATE THE PROFILES ON
SHEET 4 AND PROVIDE UPDATED CALCULATIONS.
.
006. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION, A
$100 PER LOT BMP MAINTENANCE FEE MUST BE RECEIVED.
============================================================
============================================================
============================================================
============================================================
.
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : GUOPING TANG / 796-7103
NAME OF PLAN : WESTERLEIGH - SECTION 11
SITE PLAN NO. : 15CP0113
LATEST PLAN DATE : 02/16/17
DEPT. REC'D DATE : 02/23/17
SUBMITTAL NUMBER : 7
REVIEW DATE : 02/23/17
RECOMMENDATION : APPROVED
TABLE REVIEW : N/A
.
-------- GENERAL NOTES --------
.
001. THE RESPONSIBILITY FOR COMPLIANCE WITH CHESTERFIELD
COUNTY STANDARDS AND POLICIES, AND WITH STATE AND
FEDERAL REGULATIONS WILL BE PLACED ON THE PROFESSIONAL
ENGINEER WHO SIGNS AND SEALS THE APPROVED CONSTRUCTION
PLANS.
.
002. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND/OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR STATE
PERMITS IN RELATION TO ENVIRONMENTAL FEATURES
INCLUDING, BUT NOT LIMITED TO, WETLANDS, SURFACE WATER,
GROUND WATER, AND AIR QUALITY. FINAL APPROVAL OF THESE
PLANS WILL NOT RELIEVE YOU OF YOUR RESPONSIBILITIES.
.
003. THIS OFFICE RECOGNIZES THAT THE 10-YEAR PRE/10-YEAR
POST REQUIREMENTS FOR FLOOD PROTECTION MAY BE ADDRESSED
BY DISCHARGING INTO A 100-YEAR FLOODPLAIN.
.
004. OUR CONCERNS ARE BASED ON THE INFORMATION SHOWN IN THE
CONSTRUCTION PLANS. THE RESPONSIBILITY FOR IDENTIFYING
CRITICAL AREAS IS PLACED ON THE PROFESSIONAL ENGINEER
WHO SEALS THE CONSTRUCTION PLANS APPROVED. WE RESERVE
THE RIGHT TO INSPECT CONVEYANCE SYSTEMS PRIOR TO PLAT
RECORDATION AND/OR STATE ACCEPTANCE TO DETERMINE IF
ADDITIONAL IMPROVEMENTS ARE REQUIRED.
.
006. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION, A
$100 PER LOT BMP MAINTENANCE FEE MUST BE RECEIVED.
============================================================
============================================================

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