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Subdivision Review Comments
All Subdivision Review Comments for Case # 15CP0014




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

For Tentative Subdivision resubmittals:

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

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

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


 
CASE NO: 15CP0014 STATUS: PENDING APPROVAL
PROJECT NAME: HALLSLEY SEC 12 - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: CONSTRUCTION PLAN
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 04 07/01/16 07/25/16 COMPLETE 07/21/16 LAG 706-2116
FIRE DEPT.--: 04 07/01/16 07/25/16 AMENDED* 07/07/16 JKL 748-1489
PLANNING----: 04 07/01/16 07/25/16 COMPLETE 07/22/16 SCP 751-4321
TRANSPORT.--: 04 07/01/16 07/25/16 COMPLETE 07/22/16 SES 751-4912
UTIL.PLAN.--: 04 07/01/16 07/25/16 ******** ********
UTILITIES---: 04 07/01/16 07/25/16 ******** 12/18/14 WBV 748-1343
UTIL.R.O.W.-: 04 07/01/16 07/25/16 ******** ********
VDOT--------: 04 07/01/16 07/25/16 ******** ********
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1343
PLAN NAME: HALLSLEY, SECTION 12
PLAN NUMBER:15CP0014
ORIGINAL PLAN DATE:8/15/14
REVIEW DATE:9/16/14
LATEST SUBMISSION DATE:9/3/14
SUBMITTAL NUMBER:1
STATUS: REVISIONS REQUIRED
TABLE REVIEW: NO
IN REGARD TO YOUR SUBMITTAL OF UTILITIES PLANS FOR THE
ABOVE REFERENCED PROJECT DATED AUGUST 15, 2014, 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 14-0209 ON THE LOWER
RIGHT HAND CORNER OF EACH SHEET.
4. RELOCATE THE WATER SERVICE FOR LOT NUMBER 16 AS NOTED
IN RED.
5. "HATCH" ALL LIMITS OF FILL IN THE PROFILE VIEW
LABELING EACH AS SUCH.
6. THERE ARE TWO (2) LOCATIONS (SEE PLANS) WHERE THE USE
OF VERTICAL WATERLINE BENDS ARE PROPOSED. PROCEED AS
FOLLOWS:
A. THESE ALIGNMENTS WILL REQUIRE AN ENGINEERED,
DESIGNED, JOINT RESTRAINT SYSTEM. PROVIDE A COPY OF ALL
CALCULATIONS PERFORMED TO THE LENGTHS OF PIPE REQUIRING
JOINT RESTRAINT, AND CLEARLY SHOW THESE DISTANCES IN THE
PROFILE VIEWS.
B. STANDARD DETAIL DRAWING NUMBER WAT-8 DIRECTLY
ADDRESSES THESE SITUATIONS. PROCEED EXACTLY AS PER THAT
DETAIL, AND REFERENCE THE LOCATION OF THIS DETAIL ON THE
PLANS.
7. TAKE ALL STEPS NECESSARY TO PROVIDE COMPLETE AGREEMENT
BETWEEN THIS SET OF PLANS AND THE PLANS FOR HALLSLEY,
SECTION 10, COUNTY PROJECT NUMBER 13-0019.
8. REVISE ALL DRAFTING AS NOTED IN RED.
9. REVISE THE "MATERIALS LIST" AS NECESSARY.
PLEASE MAKE ALL OF THE SUGGESTED CHANGES PREVIOUSLY MEN
TIONED, AND ANY CONTAINED ON THE ENCLOSED MARKED SET OF
PLANS. 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: HALLSLEY, SECTION 12
PLAN NUMBER:15CP0014
ORIGINAL PLAN DATE:8/15/14
REVIEW DATE:10/17/14
LATEST SUBMISSION DATE:10/10/14
SUBMITTAL NUMBER:2
STATUS: REVISIONS REQUIRED
TABLE REVIEW: NO
IN REGARD TO YOUR SUBMITTAL OF UTILITIES PLANS FOR THE
ABOVE REFERENCED PROJECT DATED AUGUST 15, 2014, WITH THE
LATEST REVISION DATED OCTOBER 9, 2014, WE MAKE THE FOLLOWING
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. PROVIDE A "BUILDING ENVELOPE" (WITH RESPECT TO
PROVIDING GRAVITY SANITARY SEWER SERVICE) FOR LOT NUMBER 9.
4. THERE APPEARS TO BE INADEQUATE (I.E. LESS THAN 1.5 VF)
SEPARATION BETWEEN THE SANITARY SEWER CONNECTION INTENDED
TO SERVE LOT NUMBER 1, SHEFFORD DRIVE, AND THE PROPOSED
WATER LINE. REVISE AS NECESSARY TO PROVIDE AT LEAST THE
MINIMUM VERTICAL SEPARATION DISTANCE REQUIRED.
5. REVISE ALL DRAFTING AS NOTED IN RED.
6. REVISE THE "MATERIALS LIST" AS NECESSARY.
PLEASE MAKE ALL OF THE SUGGESTED CHANGES PREVIOUSLY MEN
TIONED, AND ANY CONTAINED ON THE ENCLOSED MARKED SET OF
PLANS. 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: HALLSLEY, SECTION 12
PLAN NUMBER:15CP0014
ORIGINAL PLAN DATE:8/15/14
REVIEW DATE:12/17/14
LATEST SUBMISSION DATE:12/8/14
SUBMITTAL NUMBER:3
STATUS: REVISIONS REQUIRED
TABLE REVIEW: NO
IN REGARD TO YOUR SUBMITTAL OF UTILITIES PLANS FOR THE
ABOVE REFERENCED PROJECT DATED AUGUST 15, 2014, WITH THE
LATEST REVISION DATED NOVEMBER 21, 2014, 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. TAKE ALL STEPS NECESSARY TO PROVIDE COMPLETE AGREEMENT
BETWEEN THIS SET OF PLANS AND THE PLANS FOR "HALLSLEY,
SECTION 10", COUNTY PROJECT NUMBER 13-0019, IN PARTICULAR
AT THE PROPOSED WATER LINE TIE-IN POINT ON SHEFFORD DRIVE.
4. REVISE ALL DRAFTING AS NOTED IN RED.
5. REVISE THE "MATERIALS LIST" AS NECESSARY.
PLEASE MAKE ALL OF THE SUGGESTED CHANGES PREVIOUSLY MEN
TIONED, AND ANY CONTAINED ON THE ENCLOSED MARKED SET OF
PLANS. 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.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: BILL VIER/748-1343
PLAN NAME: HALLSLEY, SECTION 12
PLAN NUMBER:15CP0014
ORIGINAL PLAN DATE:8/15/14
REVIEW DATE:1/22/15
LATEST SUBMISSION DATE:1/22/15
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 AUGUST 15,
2014, WITH THE LAST REVISION DATED JANUARY 14, 2015, THIS
IS TO INFORM YOU THAT THE PLANS HAVE BEEN REVIEWED BY THE
UTILITIES DEPARTMENT WITH NO EXCEPTIONS TAKEN. THIS REVIEW
IS EFFECTIVE UNTIL JANUARY 23, 2020.
PLEASE FORWARD 2 (TWO) 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.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: HALLSLEY, SECTION 12
CASE NUMBER: 15CP0014
LATEST PLAN DATE: 08/15/14
DEPT. REC'D. DATE: 09/03/14
SUBMITTAL NUMBER: ONE
REVIEW DATE: 09/10/14
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
SHEFFORD DRIVE SHOULD BE EXTENDED TO THE WEST AS
AS FAR AS PRACTICABLE WITHOUT NECESSITATING OFF-SITE
CONSTRUCTION EASEMENTS.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: HALLSLEY, SECTION 12
CASE NUMBER: 15CP0014
LATEST PLAN DATE: 10/09/14
DEPT. REC'D. DATE: 10/13/14
SUBMITTAL NUMBER: TWO
REVIEW DATE: 10/31/14
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: HALLSLEY, SECTION 12
CASE NUMBER: 15CP0014
LATEST PLAN DATE: 11/21/14
DEPT. REC'D. DATE: 12/09/14
SUBMITTAL NUMBER: THREE
REVIEW DATE: 12/15/14
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: HALLSLEY, SECTION 12
CASE NUMBER: 15CP0014
LATEST PLAN DATE: 01/14/15
DEPT. REC'D. DATE: XX/XX/15
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 01/28/15
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: HALLSLEY, SECTION 12
CASE NUMBER: 15CP0014
LATEST PLAN DATE: 02/01/2016
DEPT. REC'D. DATE: 07/05/2016
SUBMITTAL NUMBER: FIVE
REVIEW DATE: 07/22/2016
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: WHIT KIRTLEY / 706-7691
PLAN NAME: HALLSLEY SEC 12
PLAN NUMBER: 15CP0014
ORIGINAL PLAN DATE: 8/15/14
REVIEW DATE: 9/18/14
LATEST SUBMISSION DATE: 8/18/14
SUBMITTAL NUMBER: 1
STATUS: CORRECTIONS REQUIRED
TABLE REVIEW: NO
1. THE NEW ROAD CONFIGURATION FOR MUSWELL DRIVE
CONSTITUTES A MAJOR CHANGE AS DEFINED PER SECTION
17-85 AND WILL REQUIRE APPROVAL OF A NEW PRELIMINARY
PLAT SUBMITTAL PRIOR TO CONSTRUCTION PLAN APPROVAL.
2. UPDATE THE GPINS
3. LOT 1 DOES NOT MEET THE REQUIRED 100 FOOT LOTS WIDTH
AT THE FRONT SETBACK LINE. THIS LOT MAY NEED TO BE
WIDENED TO MEET THIS REQUIREMENT AS IT DOES NOT
MEET THIS WIDTH AT ANY LOCATION.
4. EXTEND SHEFFORD DRIVE AS CLOSE AS POSSIBLE TO THE
SECTION 12 BOUNDARY.
5. LABEL THE BARRIER AT THE TERMINUS OF SHEFFORD DRIVE AS
A TYPE III BARRICADE.
6. CHANGE THE CASE NUMBER TO15CP0014 ON EACH PAGE.
NOTES:
1. JOINT ACCESS FOR LOTS 1 AND 2 IS PERMITTED TO AVOID
ADDITIONAL IMPACTS TO THE ENVIRONMENTAL FEATURES
PROVIDED THAT THE JOINT ENTRANCE IS SHARED ALONG THE
PROPERTY LINE BETWEEN THE LOTS.
2. ANY CHANGE IN THE CURRENT PLAN,
WHETHER IT STEMS FROM DEPARTMENT
COMMENTS OR AN ENGINEERING CHANGE
REQUESTED BY THE APPLICANT, MAY
GENERATE ADDITIONAL COMMENTS FROM
THE REVIEWING DEPARTMENTS,
RESULTING IN REQUIRED REVISIONS.
3. ANY ROAD AND LOT CONFIGURATIONS
OUTSIDE THE LIMITS OF THE SECTION 13
CONSTRUCTION PLAN ARE NOT INCLUDED
IN THIS REVIEW.
4. 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: HALLSLEY SEC 12
PLAN NUMBER: 15CP0014
ORIGINAL PLAN DATE: 8/15/14
REVIEW DATE: 10/31/14
LATEST SUBMISSION DATE: 10/9/14
SUBMITTAL NUMBER: 2
STATUS: APPROVAL PENDING MAJOR CHANGE
TABLE REVIEW: NO
1. THE NEW ROAD CONFIGURATION FOR MUSWELL DRIVE
CONSTITUTES A MAJOR CHANGE AS DEFINED PER SECTION
17-85 AND WILL REQUIRE APPROVAL OF A NEW PRELIMINARY
PLAT SUBMITTAL PRIOR TO CONSTRUCTION PLAN APPROVAL. JIM
LEWIS HAS INDICATED THAT THIS PLAN WILL BE SUBMITTED SOON.
NOTES:
THE BUFFERS ASSOCIATED WITH SECTION 12 SHALL BE FLAGGED
IN CONJUNCTION WITH THE FIRST FINAL PLAT SUBMITTAL. ONCE YO
HAVE SUBMITTED THE FINAL PLAT AND FLAGGED THE BUFFERS,
CONTACT RUSS MILLS TO SCHEDULE A BUFFER INSPECTION.
1. ANY CHANGE IN THE CURRENT PLAN,
WHETHER IT STEMS FROM DEPARTMENT
COMMENTS OR AN ENGINEERING CHANGE
REQUESTED BY THE APPLICANT, MAY
GENERATE ADDITIONAL COMMENTS FROM
THE REVIEWING DEPARTMENTS,
RESULTING IN REQUIRED REVISIONS.
2. ANY ROAD AND LOT CONFIGURATIONS
OUTSIDE THE LIMITS OF THE SECTION 13
CONSTRUCTION PLAN ARE NOT INCLUDED
IN THIS REVIEW.
3. 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: HALLSLEY SEC 12
PLAN NUMBER: 15CP0014
ORIGINAL PLAN DATE: 8/15/14
REVIEW DATE: 12/31/14
LATEST SUBMISSION DATE: 12/4/14
SUBMITTAL NUMBER: 3
STATUS: APPROVED
TABLE REVIEW: YES
CONDITIONS:
ALL BUILDING LINES SHOWN ON THE CONSTRUCTION PLAN SHALL BE
DIMENSIONED ON THE FINAL PLAT.
NOTES:
THE BUFFERS ASSOCIATED WITH SECTION 12 SHALL BE FLAGGED
IN CONJUNCTION WITH THE FIRST FINAL PLAT SUBMITTAL. ONCE YO
HAVE SUBMITTED THE FINAL PLAT AND FLAGGED THE BUFFERS,
CONTACT RUSS MILLS TO SCHEDULE A BUFFER INSPECTION.
1. ANY CHANGE IN THE CURRENT PLAN,
WHETHER IT STEMS FROM DEPARTMENT
COMMENTS OR AN ENGINEERING CHANGE
REQUESTED BY THE APPLICANT, MAY
GENERATE ADDITIONAL COMMENTS FROM
THE REVIEWING DEPARTMENTS,
RESULTING IN REQUIRED REVISIONS.
2. ANY ROAD AND LOT CONFIGURATIONS
OUTSIDE THE LIMITS OF THE SECTION 13
CONSTRUCTION PLAN ARE NOT INCLUDED
IN THIS REVIEW.
3. 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: HALLSLEY SEC 12
PLAN NUMBER: 15CP0014
ORIGINAL PLAN DATE: 8/15/14
REVIEW DATE: 1/27/15
LATEST SUBMISSION DATE: 1/22/15
SUBMITTAL NUMBER: 4
STATUS: APPROVED
************************************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: STEVE PRUSIK / 751-4321
PLAN NAME: HALLSLEY SECTION 12
PLAN NUMBER: 15CP0014
ORIGINAL PLAN DATE: 08/15/14
REVIEW DATE: 07/22/14
LATEST SUBMISSION DATE: 06/30/16
SUBMITTAL NUMBER: 5
STATUS: APPROVED WITH COMMENTS
TABLE REVIEW:
COMMENTS:
AS A CONDITION OF ZONING, ALL SIDEWALKS SHOULD
BE 5 FOOT IN WIDTH. THE PLAN INDICATES 4 FOOT WALKS.
PLEASE REVISE THE PLAN ACCORDINGLY TO SHOW 5 FOOT
WALKS.
NOTES:
1) ANY CHANGE IN THE CURRENT PLAN,
WHETHER IT STEMS FROM DEPARTMENT
COMMENTS OR AN ENGINEERING CHANGE
REQUESTED BY THE APPLICANT, MAY
GENERATE ADDITIONAL COMMENTS FROM
THE REVIEWING DEPARTMENTS,
RESULTING IN REQUIRED REVISIONS.
2) COMPLIANCE WITH SEC. 17-76 MUST BE
MAINTAINED AT ALL TIMES.
3) ANY ROAD AND LOT CONFIGURATIONS
OUTSIDE THE LIMITS OF THE SECTION 12
CONSTRUCTION PLAN ARE NOT INCLUDED
IN THIS REVIEW.
4) 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: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HALLSLEY SECTION 12
PLAN NUMBER:15CP0014
LATEST REVISION DATE: 8/15/14
REVIEW DATE: 9/17/14
LATEST SUBMISSION DATE: 9/2/14
SUBMITTAL NUMBER: 1ST REVIEW
STATUS: NOT APPROVED
TABLE REVIEW: YES
SHEFFORD DRIVE SHOULD BE EXTENDED TO THE PROPERTY LINE
TO THE WEST. THIS WILL MAKE THE ROAD EXCEED LONGER THAN
150'SO A TEMPORARY TURNAROUND WILL NEED TO BE SHOWN.
IFC 2012,APPENDIX D103.4
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HALLSLEY SECTION 12
PLAN NUMBER:15CP0014
LATEST REVISION DATE: 10/9/14
REVIEW DATE: 10/20/14
LATEST SUBMISSION DATE: 10/14/14
SUBMITTAL NUMBER: 2ND REVIEW
STATUS: APPROVED
TABLE REVIEW : YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HALLSLEY SECTION 12
PLAN NUMBER:15CP0014
LATEST REVISION DATE: 11/21/14
REVIEW DATE: 12/9/14
LATEST SUBMISSION DATE: 12/8/14
SUBMITTAL NUMBER: 3RD REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HALLSLEY SECTION 12
PLAN NUMBER:15CP0014
LATEST REVISION DATE: 1/14/15
REVIEW DATE: 1/22/15
LATEST SUBMISSION DATE: 1/22/15
SUBMITTAL NUMBER: 4TH REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HALLSLEY SECTION 12
PLAN NUMBER:15CP0014
LATEST REVISION DATE: 2/1/16
REVIEW DATE: 7/7/16
LATEST SUBMISSION DATE: 7/6/16
SUBMITTAL NUMBER: 5TH REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
============================================================
============================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : MARIA JENKINS / 751-2335
NAME OF PLAN : HALLSLEY SECTION 12
SITE PLAN NO. : 15CP0014
LATEST PLAN DATE : 08/15/14
DEPT. REC'D DATE : 08/18/14
SUBMITTAL NUMBER : 1
REVIEW DATE : 09/18/14
RECOMMENDATION : REVISIONS REQUIRED
TABLE REVISION : NO
PLAT PROCESSING : NO
1. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND / OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL FEATURES
INCLUDING BUT NOT LIMITED TO WETLANDS, SURFACE WATERS
(E.G. VSMP PERMIT FOR CONSTRUCTION SITES, GROUND WATER AND
AIR QUALITY) FINAL APPROVAL OF THESE PLANS WILL NOT RELIEVE
YOU OF YOUR RESPONSIBILITY. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE LAND
DISTURBANCE PERMIT.
2. PRESENTLY, THIS OFFICE IS RECOGNIZING THAT THE 10-YEAR
PRE/10-YEAR POST REQUIREMENTS FOR FLOOD PROTECTION HAVE
BEEN ADDRESSED BY DISCHARGING INTO THE 100-YEAR FLOODPLAIN.
===================== EROSION CONTROL =====================
1. AN ITEMIZED COST ESTIMATE IS TO BE SUBMITTED FOR
REVIEW AND/OR APPROVAL OF THE EROSION CONTROL BOND AMOUNT.
2. AS A PREREQUISITE TO THE ISSUANCE OF A LAND
DISTURBANCE PERMIT:
A) A DVD/CD OR EMAIL FILES, THE FORMAT OF WHICH SHALL BE
AUTOCAD.DWG OR DXF, OR ARCGIS SHAPEFILES MUST BE
SUBMITTED TO CAROLE CLIBORNE OF ENVIRONMENTAL
EGINEERING. THE A DVD/CD OR EMAIL FILES MUST CONTAIN THE
FOLLOWING, EACH IN A SEPARATE LAYER:
B) EDGES OF IMPERVIOUS AREA OF ROADS TO INCLUDE C&G AND
EDGES OF SIDEWALKS.
C) THE STORM SEWER SYSTEM AND ALL CULVERTS. A LAYER
REPORT PRINTED FORM AUTOCAD MUST BE SUBMITTED WITH
DVD/CD. ARCGIS SHAPEFILES SHOULD HAVE EACH ITEM CLEARLY
IDENTIFIED IN THE ATTRIBUTE TABLE. BOTH THE DVD/CD AND
THE REPORT MUST BE LABELED WITH THE SUBDIVISION NAME AND
SECTION, SUBDIVISION PLAN NUMBER AND ENGINEERING FIRM.
ALL AUTOCAD FILES MUST BE REFERENCED DIRECTLY TO THE
VIRGINIA SATE PLANE COORDINATE SYSTEM, SOUTH ZONE, IN
THE NAD83 DATUM.
D) ALL JURISDICTIONAL WETLAND AREAS AND/OR WATER OF THE
STATE.
I. STREAMS AND OTHER WATER BODIES.
II. LOCATIONS OF FILED VERIFIED RESOURCE PROTECTION
AREA DESIGNATIONS TO INCLUDE WATER BODIES WITH
PERENNIAL FLOW.
III. LOCATIONS OF PERENNIAL FLOW ORIGINS AND THEIR
ASSOCIATED GPS COORDINATES (NAD83 STATE PLANE VA SOUTH
FEET).
IV. LOCATION(S) OF BREAK POINT(S) IN SURFACE FLOW
AND/OR NON-CONTIGUOUS WETLANDS AND THEIR ASSOCIATED
GPS COORDINATES (NAD83 STATE PLATE VA SOUTH FEET).
V. FLOOD PLAINS.
E) FLAGGING AROUND USACOE JURISDICTIONAL WETLANDS,
BUFFERS, AND SENSITIVE AREAS MUST BE VISIBLE.
F) DOCUMENTATION FROM THE USACOE/DEQ MUST BE RECEIVED
VERIFYING COMPLIANCE TO WETLAND PERMIT REGULATIONS.
G) A PROCESSED VSMP REGISTRATION AND FEE FORM MUST BE
RECEIVED.
H) A COPY OF VDOT LAND USE PERMIT MUST BE RECEIVED, IF
APPLICABLE.
I) AN EROSION CONTROL BOND MUST BE POSTED.
3. THESE ARE IN REGARDS TO THE MS-19:
3.1) PLEASE SUBMIT MS-19 VARIANCE REQUEST FOR THE MS-19
#2 AND #3 FOR APPROVAL SINCE THESE OUTFALLS ARE NOT
DISCHARGING DIRECTLY INTO THE BED/BANK CHANNEL.
ALTHOUGH, MS-19 #2 VARIANCE MAY NOT REQUIRED, REFER
COMMENT #18 UNDER ROAD AND DRAINAGE.
IN ADDITION, PERFORM MS-19 ANALYSIS AT THE NATURAL
DRAINAGEWAY LOCATED DOWNSTREAM OF STR. 3 TO VERIFY THAT
THE 2-YEAR DEPTH IS CONTAINED IN THE NATURAL CHANNEL AND
WON'T CAUSE EROSION
FOR THE 2-YEAR FLOW VELOCITY. SEE ATTACHMENT FOR
CLARIFICATION. INCLUDE COMPUTATIONS, SCALED X-SECTION
AND SHOW/LABEL THE MS-19 SECTION-LOCATION ON THE PLANS.
UPDATE THE MS-19 TABLE TO INCLUDE THIS LOCATION.
3.2) PLEASE PERFORM MS-19 ANALYSIS ALONG THE NATURAL
DRAINAGEWAY(S) THAT CROSSES LOTS 1-3 AND OPEN SPACE
ADJACENT TO LOT 1. INCLUDE CALCULATIONS WITH
SCALED X-SECTIONS, SHOW/LABEL THE MS-19 SECTIONS-
LOCATIONS ON THE PLANS AND UPDATE THE MS-19 TABLE TO
INCLUDE THESE LOCATIONS. SEE THE ENCLOSED SKETCH FOR
CLARIFICATION.
4. WE OFFER, BUT NOT LIMITED TO THE FOLLOWING COMMENTS:
A) PLEASE ENSURE THE EROSION CONTROL MEASURES PROVIDED
ON THE EROSION & SEDIMENT CONTROL PHASE 1 SHOULD ALSO BE
SHOWN ON THE EROSION & SEDIMENT CONTROL PHASE 2 IN
DARKER BOLDER LINES TO STANDOUT FROM OTHER FEATURES. NO
EROSION MEASURES SHOULD BE REMOVED WITHOUT THE CONSENT
OF THE COUNTY INSPECTOR. REVISE ACCORDINGLY.
B) PLEASE PROVIDE ADDITIONAL EROSION AND SEDIMENT
CONTROL MEASURES FOR THE PARTIAL REMOVAL OF THE EXISTING
TEMPORARY CUL-DE-SAC ON SHEFFORD DRIVE. IN ADDITION,
DUPLICATE THE NOTE PROVIDED ON SHEET 3 THAT STATES,
"EXISTING CUL-DE-SAC TO BE REMOVED & SEEDED/SODDED TO
MATCH EXISTING YARD."
FURTHERMORE, SHOW IN HATCHED PATTERN THE AREA OF THE
CUL-DE-SAC TO BE REMOVED. REFLECT THE CHANGES ON THE
EROSION & SEDIMENT CONTROL PHASE I AND PHASE II.
C) PLEASE PROVIDE SEDIMENT TRAP SCHEDULE FOR THE ST#1,
ST#2 AND ST#3 WITH VOLUMES AND DIMENSIONS (I.E. LENGTH,
WIDTH, DEPTH, AND SIDE SLOPE).
D) PLEASE SHOW A SUITABLE LOCATION FOR THE STOCKPILE
SURROUNDED WITH SILT FENCE ON THE EROSION & SEDIMENT
CONTROL PHASE I AND PHASE II.
E) PLEASE PROVIDE A NOTE ON THE EROSION & SEDIMENT
CONTROL PHASE 2 STATING, "ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED BY EE IF WARRANTED BY FIELD
CONDITIONS."
F) IT APPEARS THE TEMPORARY CULVERT SHOULD BE INSTALLED
PRIOR TO THE INSTALLATION OF THE TEMPORARY CONSTRUCTION
ENTRANCE. SINCE, THE TEMPORARY CONSTRUCTION ENTRANCE IS
CURRENTLY SHOWN TO BE OVER THE TEMPORARY CULVERT. PLEASE
REVISE THE PHASE I CONSTRUCTION NARRATIVE TO ADDRESS
THIS CONCERN.
IN ADDITION, PLEASE PROVIDE THE ENCLOSED DETAIL OF THE
TEMPORARY CULVERT CROSSING ON EC PLANS.
G) PLEASE REVISE THE SEDIMENT TRAP DETAIL TO ADD THE
WORDING "OR FLATTER" TO THE SIDE SLOPE OF 1:1 EXCAVATED
AREA. IT SHOULD BE LABELED AS "1:1 OR FLATTER".
======================== CBPA ============================
1. IT APPEARS THE PRO-RATA PAYMENT SHOULD BE BASED ON A
2.90 LB/YR IN LIEU OF 2.81 LB/YR AND THE IMPERVIOUS ACRES
APPEARS TO BE 1.31 ACRES AS OPPOSED TO BE 1.27 ACRES.
REVISE THE COVER SHEET TO REFLECT THE REVISED DATA.
=================== ROAD AND DRAINAGE ======================
1. THIS OFFICE WAS NOT ABLE TO PERFORM A SITE INSPECTION
DURING THE INITIAL REVIEW PROCESS. ADDITIONAL COMMENTS MAY
ARISE AFTER PERFORMING A SITE INSPECTION IF INDICATED BY
THE EXISTING CONDITIONS.
2. PLEASE PROVIDE ON THE COVER SHEET (SHEET 1) THE LATITUDE
AND LONGITUDE (IN DECIMAL DEGREES) OF APPROXIMATE PARCEL
CENTER, VAHU6 FOUR DIGIT WATERSHED CODE AND THE NAME
OF THE RECEIVING WATERS.
3. UNLESS OTHERWISE APPROVED, THE ADJUSTED TENTATIVE FOR
HALLSLEY SHALL HAVE BEEN APPROVED PRIOR TO PLAN APPROVAL.
4. PLEASE CLARIFY IF THE NATURAL DRAINAGEWAY(S) THAT
CROSSES LOTS 1 THRU 3 AND 10 THRU 16 ARE WATER OF US. IF
THEY ARE, PLEASE LABEL THESE DRAINAGEWAYS AS WOUS AND
PROVIDE A NOTE STATING "TO REMAIN IN A NATURAL STATE,
UNDISTURBED." REFLECT THE CHANGES ON ALL APPLICABLE SHEETS.
IF NOT, DRAINAGE IMPROVEMENTS AND LOT GRADING SHOULD BE
PROVIDED. A FURTHER DISCUSSION MAY BE HELPFUL.
5. IT APPEARS THAT THERE ARE NO PHYSICAL TOPOGRAPHIC
FEATURES THAT PROHIBIT THE EXTENSION OF PAVEMENT TO THE
PROPERTY LINE AT SHEFFORD DRIVE, THEREFORE, ROAD
IMPROVEMENTS SHOULD BE EXTENDED ACCORDINGLY. EXCEEDING THE
150' VDOT CRITERIA WILL NECESSITATE THE INSTALLATION OF A
TEMPORARY TURNAROUND. PLEASE ADDRESS.
FURTHERMORE, PLEASE BE SURE TENTATIVE CONDITION #38 HAS
BEEN ADDRESSED, WHICH STATES, " THE TERMINI OF THE
FOLLOWING PROPOSED STREETS SHALL BE DESIGNED AS PERMANENT
CUL-DE-SACS (WITHOUT A TEMPORARY TURNAROUND EASEMENT)
UTILIZING VDOT STANDARD CURB AND GUTTER AS STIPULATED IN 24
VAC 30-90-370 OF THE 1996 SSR: SHEFFORD DRIVE AND MUSWELL
DRIVE."
6. PLEASE LABEL THE LIMITS OF HALLSLEY SECTION 10 WITHIN TH
7. PLEASE REVISE THE 2ND NOT UNDER ROW NOTES (SHEET 3) TO
REFLECT "3' FROM THE EDGE OF THE PAVEMENT/BACK OF CURB" AS
OPPOSED TO "2' FROM THE EDGE OF THE PAVEMENT/BACK OF CURB."
8. PLEASE SPECIFY EC-1 RIPRAP WITH PERTINENT INFORMATION OF
THE RIPRAP (I.E. WIDTH X LENGTH X 24" THICK LAYER OF RIPRAP
OVER FILTER FABRIC) AT THE BEGINNING OF THE STORM SEWER
STR. 8. REFLECT THE CHANGES ON THE PLANS AND PROFILES (I.E.
SHEETS 3, 4, 11, 13, ETC.). IN ADDITION, BE SURE TO ADJUST
THE VARIABLE WIDTH DRAINAGE EASEMENT FOR VDOT MAINTENANCE
TO INCLUDE THE EC-1 RIPRAP PROTECTION. SEE ATTACHMENT FOR
CLARIFICATION.
9. PLEASE REMOVE THE INFORMATION FOR OUTLET PROTECTION FOR
ALL USCW SPECIAL END TREATMENTS AT STRUCTURES 13, 18, ETC.
REFLECT THE CHANGES ON THE PLANS AND PROFILES.
10. PLEASE REVISE THE DRAINAGE DESCRIPTION (SHEET 3) AT STR.
8 TO SPECIFY WITH ENDWALL. REFLECT THE CHANGES ON ALL PLAN
VIEWS AND PROFILES. IN ADDITION, INCLUDE THE ENDWALL DETAIL
ON THE PLANS.
11. PLEASE BE SURE TO SPECIFY AT STRUCTURES 3, 5 AND 7 TO BE
PRECAST MANHOLE TEE'S AND ELBOWS TO QUALIFY FOR THE 50%
REDUCTION IN JUNCTION LOSSES. REFLECT THE CHANGES IN THE
DRAINAGE DESCRIPTION TABLE.
12. IT APPEARS THE 2ND NOTE UNDER ENVIRONMENTAL NOTES (SHEET
3) REGARDING "…LOT 4, 5, 21 EX. ROAD TO BE REMOVED…" DOES
NOT APPLY TO THIS SECTION. PLEASE CLARIFY AND/OR REVISE
ACCORDINGLY.
13. PLEASE PROVIDE A DI-6 DETAIL ON THE PLANS AND PROVIDE
THE NUMBER ASSIGNED TO STRUCTURES IN THE DETAIL.
14. IT APPEARS THE STORM SEWER STR. 24 TO OUT WAS NOT
INCLUDED IN THE 100-YEAR STORM SEWER CALCULATIONS. PLEASE
ADDRESS.
15. THESE ARE IN REGARDS TO THE NATURAL DRAINAGEWAYS LOCATED
ACROSS LOTS 1 THRU 3 AND LOT 1:
A) PLEASE ESTABLISH THE 100-YEAR FLOODPLAIN LIMITS ALONG
THESE NATURAL DRAINAGEWAYS. PROVIDE ADDITIONAL SHEET TO
SHOW THE LIMITS OF THE OFFSITE DRAINAGE AREAS DRAWN TO
SCALE WITH PERTINENT INFORMATION (I.E. RUNOFF
COEFFICIENT, TRAVEL PATH, ACREAGE OF EACH AREA, ETC.)
ALONG WITH SUPPORT CALCULATIONS/SCALED X-SECTIONS. BE
SURE THE EXISTING CONTOURS ARE CLEARLY LABELED WITH
ELEVATIONS AND THE 100-YEAR FLOODPLAIN SECTIONS-
LOCATIONS WITH ELEVATIONS ARE SHOWN ALONG THESE NATURAL
DRAINAGEWAYS.
B) A 25' BUILDING SETBACK OFF THE 100-YEAR FLOODPLAIN
LIMITS SHOULD BE SPECIFIED AT LOTS 1 THRU 3. IN
ADDITION, INDICATE MFF'S TO BE 1' ABOVE THE 100-YEAR WSE
ON THESE LOTS PREVIOUSLY MENTIONED.
C) SHOW DIMENSIONED BUILDING ENVELOPES ON LOTS 1 AND 2
AND REFLECT THE CHANGES ON ALL APPLICABLE SHEETS.
D) PLEASE SPECIFY CL3 RCP ENTRANCE CULVERTS WITH
PERTINENT INFORMATION (I.E. MINIMUM 20'LENGTH, DIAMETER
OF PIPE, ETC.), AND TO BE DESIGNED TO PASS THE 100-YEAR
STORM EVENT AT LOTS 1 AND 2. INCLUDE CULVERT
CALCULATIONS FOR FURTHER REVIEW AND/OR APPROVAL AND SHOW
THE DRIVEWAY PATH ON THESE LOTS ON THE PLANS. IN
ADDITION, ADDITIONAL EROSION CONTROL MEASURES MAY BE
REQUIRED.
FURTHERMORE, PLEASE CONSIDER ONE DRIVEWAY ENTRANCE AT
THE COMMON PROPERTY LINE TO ACCESS LOTS 1/2 TO MINIMIZE
IMPACTS AT THE NATURAL DRAINAGEWAY. SEE THE ENCLOSED
SKETCH FOR CLARIFICATION. A FURTHER DISCUSSION MAY BE
HELPFUL.
16. THESE ARE IN REGARDS TO THE ONSITE DRAINAGE & GRADING
PLAN (SHEET 13):
A) PLEASE SHOW THE EXISTING CONTOURS WITH ELEVATIONS ON
THE WESTERN SIDE OF THIS PROJECT, WHICH IS IN THE
VICINITY OF LOTS 4 THRU 9 TO VERIFY DRAINAGE BREAK.
B) PLEASE SHOW THE LIMITS OF DRAINAGE AREAS PERTINENT TO
STR. 8 WITH PERTINENT INFORMATION (I.E. RUNOFF
COEFFICIENT, TRAVEL PATH, ETC.). IN ADDITION, THIS
OFFICE WAS NOT ABLE TO LOCATE THE 100-YEAR CULVERT
CALCULATIONS AT THIS STR. 8 TO VERIFY THE 100-YEAR
BACKWATER. PLEASE ADDRESS.
17. THESE ARE IN REGARDS TO THE 100-YEAR FLOODPLAIN X-
SECTIONS 1 THRU 3 AND X-SECTIONS 4 THRU 6:
A) PLEASE PROVIDE AN ADDITIONAL SHEET TO SHOW THE
CONTRIBUTING DRAINAGE AREAS AT EACH X-SECTION DRAWN TO
SCALE WITH PERTINENT INFORMATION (I.E. RUNOFF
COEFFICIENT, TRAVEL PATH, TOTAL ACREAGE, ETC.). IN
ADDITION, BE SURE THE EXISTING AND PROPOSED CONTOURS
HAVE BEEN LABELED WITH ELEVATIONS.
B) PLEASE REVISE THE LABELING FOR X-SECTION 4 OF THE
100-YEAR FP ELEVATION=219.98 AND FOR X-SECTION 2 OF THE
100-YEAR=211.17 TO ADD THE WORDING "APPROVED WITH
HALLSLEY SECTION 10".
18. PLEASE CONSIDER REVISING THE DRAINAGE DESIGN ON LOT 9 AS
FOLLOW:
A) PLEASE CONSIDER ELIMINATING THE STORM SEWER
STRUCTURES 13 THRU 17. A DROP INLET/STORM SEWER
SHOULD BE PROVIDED AT THE CUL-DE-SAC IN THE PROXIMITY OF
THE PROPERTY LINE PERTINENT TO LOTS 8/9 AND CONTINUE
UNTIL IT REACHES THE PROPOSED DITCH BY PROVIDING A DI-
6/STORM SEWER THAT EVENTUALLY CONNECTS TO STR. 24. SEE
ATTACHMENT FOR CLARIFICATION. A FURTHER DISCUSSION MAY
BE HELPFUL. AS APPLICABLE, REVISE PLANS, PROFILES AND
COMPUTATION SHEETS TO REFLECT THE CHANGES.
ADDITIONALLY, INCLUDE THIS DRAINAGE IMPROVEMENT IN A 16'
DRAINAGE EASEMENT.
REVISE THE MS-19 #3 TO ACCOUNT FOR ADDITIONAL DRAINAGE
AREAS.
B) A MODIFIED DI-7 USCW SPECIAL END TREATMENT
SHOULD BE PROVIDED IN LIEU OF AN OUTFALL PIPE/RIPRAP
PROTECTION AT STR. 23 TO REDUCE THE OUTLET FLOW
VELOCITIES. PLEASE ADDRESS.
19. THE PROPOSED SWALE SPECIFIED ON LOT 7 APPEARS NOT TO BE
NEEDED, SINCE THE PROPOSED DITCH LOCATED ON THE REAR OF LOTS
6 THRU 9 CUTS THE UPSTREAM AREAS THAT ARE DRAINING TOWARD
THESE LOTS. REVISE ALL APPLICABLE SHEETS TO REFLECT THE
CHANGES.
20. THESE ARE IN REGARDS TO THE PROFILES:
A) PLEASE BE SURE THAT THE 100-YEAR FLOODPLAIN LIMITS,
100-YEAR BACKWATER LIMITS, RIGHT-OF-WAY LIMITS, ETC. ARE
SHOWN ON ALL APPLICABLE PROFILES (I.E. STRM 13-17
PROFILE, STRM 7-8 PROFILE, STRM 18-22 PROFILE, DITCH 6-9
PROFILE, ETC.).
B) PLEASE REVISE THE DITCH 6-9 PROFILE (SHEET 5) TO SHOW
AT THE BEGINNING OF THIS DITCH THE PROPOSED GRADE TYING
BACK TO THE EXISTING GROUND.
C) PLEASE REVISE THE STRM 18-22 PROFILE (SHEET 5) TO
EXTEND THE EXISTING GRADE BELOW STR. 18 COUPLE FEET TO
INCLUDE THE CENTERLINE OF THE NATURAL DRAINAGEWAY.
D) PLEASE REVISE THE STRM 7-8 PROFILE (SHEET 4) TO SHOW
COVER OVER THE PIPE, THE ENDWALL, THE EC-1 RIPRAP, THE
100-BACKWATER ELEVATION/LIMITS, ETC. AND EXTEND THE
EXISTING GROUND A COUPLE FEET UPSTREAM OF STR. 8. SEE
ATTACHMENT FOR CLARIFICATION.
IN ADDITION, REVISE THE INVERT(IN) TO BE 235.85 AS
OPPOSED TO 232.00. REVISE ACCORDINGLY.
E) PLEASE REVISE THE STRM 13-17 PROFILE (SHEET 4) TO
SHOW THE PROPOSED GRADE TYING FROM THE OUTER EDGE OF THE
RIPRAP/USCW SPECIAL END TREATMENT AS OPPOSED TO START AT
INLET GRATE OF THE USCW SPECIAL END TREATMENT. SEE
ATTACHMENT FOR CLARIFICATION.
F) PLEASE REVISE THE MUSWELL DRIVE PROFILE (SHEET 4) TO
INCLUDE SHEFFORD DRIVE INTERSECTION OF THE
ROAD/CURB/FILL SECTION TYING BACK TO THE EXISTING
GROUND. SEE ATTACHMENT FOR CLARIFICATION.
G) PLEASE REVISE THE SHEFFORD DRIVE PROFILE (SHEET 4) TO
SHOW/LABEL THE LIMITS OF THE COMMON PROPERTY LINE.
21. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100/LOT BMP MAINTENANCE FEE MUST BE RECEIVED.
B) A PRO-RATA PAYMENT TO THE USCW PROGRAM MUST BE
RECEIVED.
============================================================
============================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : MARIA JENKINS/751-2335
JULIE HERZOG/796-7103
NAME OF PLAN : HALLSLEY SECTION 12
SITE PLAN NO. : 15CP0014
LATEST PLAN DATE : 10/09/14
DEPT. REC'D DATE : 10/10/14
SUBMITTAL NUMBER : 2
REVIEW DATE : 10/22/14
RECOMMENDATION : REVISIONS REQUIRED
TABLE REVIEW : NO
-------- GENERAL NOTES --------
001. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND/OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR STATE
PERMITS IN RELATIONSHIP TO ENVIRONMENTAL FEATURES
INCLUDING, BUT NOT LIMITED TO, WETLANDS, SURFACE WATERS
(E.G. VSMP PERMIT FOR CONSTRUCTION SITES, GROUND WATER,
AND AIR QUALITY.) FINAL APPROVAL OF THESE PLANS WILL
NOT RELIEVE YOU OF YOUR RESPONSIBILITY. WETLANDS
DOCUMENTATION MUST BE RECEIVED BY THIS DEPARTMENT PRIOR
TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
002. PRESENTLY, THIS OFFICE IS RECOGNIZING THAT THE 10-YEAR
PRE/10-YEAR POST REQUIREMENTS FOR FLOOD PROTECTION HAVE
BEEN ADDRESSED BY DISCHARGING INTO THE 100-YEAR
FLOODPLAIN.
003. 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.
004. THE HUC FOR HALLSLEY SECTION 12 IS JA41. PLEASE
CORRECT ON THE TITLE SHEET.
005. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100 PER LOT MAINTENANCE FEE MUST BE RECEIVED.
B) A PRO RATA PAYMENT TO THE USCW REGIONAL PROGRAM MUST
BE PAID. THE AMOUNT WILL BE PROVIDED BY
ENVIRONMENTAL ENGINEERING.
-------- EROSION CONTROL --------.
001. 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) A COPY OF THE PROCESSED VSMP REGISTRATION AND FEE
FORM MUST BE RECEIVED BY ENVIRONMENTAL ENGINEERING.
D) AN EROSION CONTROL BOND MUST BE POSTED AND APPROVED.
E) COPIES OF THE ACTUAL VDOT LAND USE PERMIT MUST BE
PROVIDED TO ENVIRONMENTAL ENGINEERING IF APPLICABLE.
F) FLAGGING AND/OR SAFETY FENCE AROUND USACOE
JURISDICTIONAL WETLANDS AND/OR OTHER ENVIRONMENTALLY
SENSITIVE AREAS MUST BE INSTALLED AND CLEARLY
VISIBLE.
G) DB/PG FOR ANY OFFSITE EASEMENTS MUST BE PROVIDED TO
ENVIRONMENTAL ENGINEERING.
H) PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
CD/DISKETTE, THE FORMAT OF WHICH SHALL BE AUTOCAD
.DWG OR .DXF, OR ARCGIS SHAPEFILE, MUST BE SUBMITTED
TO CAROLE CLIBORNE OF ENVIRONMENTAL ENGINEERING.
THE DISKETTE MUST CONTAIN THE FOLLOWING, EACH IN A
SEPARATE LAYER:
1. EDGES OF IMPERVIOUS AREA OF ROADS TO INCLUDE CURB
AND GUTTER AND EDGES OF SIDEWALKS.
2. THE STORM SEWER SYSTEM AND ALL CULVERTS. A LAYER
REPORT PRINTED FROM AUTOCAD MUST BE SUBMITTED
WITH THE CD/DISKETTE. ARCGIS SHAPEFILES SHOULD
HAVE EACH ITEM CLEARLY IDENTIFIED IN THE
ATTRIBUTE TABLE. BOTH THE CD/DISKETTE AND THE
REPORT MUST BE LABELED WITH THE SUBDIVISION NAME
AND SECTION, SUBDIVISION PLAN NUMBER, AND THE
ENGINEERING FIRM. ALL AUTOCAD FILES MUST BE
REFERENCED DIRECTLY TO THE VIRGINIA STATE PLANE
COORDINATE SYSTEM, SOUTH ZONE, IN THE NAD83
DATUM.
3. ALL JURISDICTIONAL WETLAND AREAS AND/OR WATERS OF
THE UNITED STATES.
4. STREAMS AND OTHER WATER BODIES.
5. LOCATIONS OF FIELD-VERIFIED RESOURCE PROTECTION
AREA DESIGNATIONS TO INCLUDE WATER BODIES WITH
PERENNIAL FLOW, TIDAL SHORES, TIDAL WETLANDS,
NON-TIDAL WETLANDS CONNECTED AND CONTIGUOUS TO
TIDAL WETLANDS OR PERENNIAL FLOW.
6. LOCATIONS OF PERENNIAL FLOW ORIGINS AND THEIR
ASSOCIATED GPS COORDINATES (NAD83 VIRGINIA STATE
PLANE, SOUTH ZONE, FEET).
7. LOCATION(S) OF BREAK POINT(S) IN SURFACE FLOW
AND/OR NON-CONTIGUOUS WETLANDS AND THEIR
ASSOCIATED GPS COORDINATES (NAD83 VIRGINIA STATE
PLANE, SOUTH ZONE, FEET).
8. FLOODPLAINS.
002. IT APPEARS THE DTOTAL FOR ST#3 SHOULD BE 6 FEET. IT
APPEARS ST#4 SHOULD HAVE A DTOTAL OF 3 FEET. PLEASE
REVISE THE SEDIMENT TRAP SCHEDULES ON SHEETS 6/9.
003. LOTS 1, 15, AND 16 SHOULD BE EARMARKED WITH NBP(G) DUE
TO THE LOCATION OF SEDIMENT TRAPS WITHIN THESE LOTS.
004. ALTHOUGH NOT PREVIOUSLY REQUESTED, EROSION AND SEDIMENT
CONTROL NOTE 14 ON SHEET 9 SHOULD SPECIFY FOURTEEN (14)
DAYS IN LIEU OF THIRTY (30) DAYS.
005. THE NUMBERING OF THE TWO SETS OF CONSTRUCTION NARRATIVE
NOTES ON SHEET 9 IS CONFUSING. PLEASE COMBINE THE TWO
SETS OR RESTART WITH NOTE NUMBER 1 WITHIN THE SECOND
BOX.
006. THE CHECK DAMS/STRAW BALES ITEM HAS BEEN INCLUDED TWICE
IN THE EC BOND AND EROSION CONTROL MEASURE QUANTITIES.
PLEASE REVISE EC BOND TO ACCOUNT FOR ALL CHECK
DAMS/STRAW BALES WITHIN A SINGULAR LISTING.
..................--------------CBPA----------------
.........---------------ROAD AND DRAINAGE----------------
001. THE TITLE "STR 14-15" SHOULD BE RELABELED "STR 12-
13" ON SHEET 4.
002. THE TITLE "DITCH 6-9" SHOULD BE RELABELED "DITCH
LOTS 6-9" ON SHEET 5.
003. THE TITLE "STRM E49-E50" SHOULD BE RELABELED "STRM E46-
E50" ON SHEET 5. REVISE THE PROFILE ON SHEET 5 AS THE
DI-7 STR 46 HAS BEEN REMOVED FROM THE SECTION 10
DESIGN.
004. IN LIEU OF DUPLICATING THE DA/TC/C INFORMATION AT THE
XSECTION LOCATIONS ON SHEET 3, THESE CAN BE REMOVED.
ABBREVIATED NOTATION AT THE XSECTION LOCATION CAN BE
USED; E.G. 100YR FP ELEV. 247.34. FURTHER DISCUSSION
MAY BE HELPFUL.
005. PLEASE REVISE THE STRUCTURE TYPE FOR STORM STRUCTURES 3
AND 6 ON THE DRAINAGE DESCRIPTION TABLE. A DI-66
STRUCTURE DOES NOT EXIST.
006. PLEASE LABEL THE LIMITS OF HALLSLEY SECTION 10 ON ALL
APPLICABLE PAGES, INCLUDING BUT NOT LIMITED TO THE
OVERALL PLAN SHEET.
007. PLEASE SHOW THE 100 YEAR BACKWATER AT STRUCTURE 14 ON
ALL APPLICABLE PLAN AND PROFILE SHEETS. A SIMILAR
SITUATION EXISTS AT EXISTING STRUCTURE E45. PLEASE
ADDRESS.
008. HYDRAULIC CALCULATIONS HAVE BEEN OMITTED FOR STRUCTURE
14. PLEASE ADDRESS.
009. PLEASE SHOW AND LABEL THE 100 YEAR BACKWATER AT
STRUCTURE 21 ON SHEET 4. THIS BACKWATER HAS ALREADY
BEEN ADDED TO THE PROFILE.
010. PLEASE ADD A TEMPORARY CONSTRUCTION EASEMENT FROM THE
WESTERNMOST EDGE OF SHEFFORD DRIVE (IN FRONT OF LOTS
4/5) TO THE EDGE OF THE PROPERTY LINE.
011. AS PREVIOUSLY REQUESTED, PLEASE CLARIFY IF THE NATURAL
DRAINAGEWAY(S) THAT CROSS LOTS 1-3 ARE WOUS ON SHEET 3.
012. AS PREVIOUSLY REQUESTED, PLEASE REVISE THE MUSWELL
DRIVE PROFILE ON SHEET 5 TO INCLUDE THE INTERSECTION
STATION WITH SHEFFORD DRIVE.
013. AS PER OUR CONVERSATION ON 10/15/14, IT IS NOTED THAT
THE 1.25 ADJUSTMENT FACTOR HAS BEEN BUILT INTO THE
SPREADSHEET FORMULAS. PLEASE CLEARLY IDENTIFY WHICH
COLUMN THE 1.25 ADJUSTMENT FACTOR HAS BEEN APPLIED TO
FOR THE 100 YEAR STORM SEWER DESIGN.
014. UNLESS OTHERWISE APPROVED, THE ADJUSTED TENTATIVE FOR
HALLSLEY SHALL HAVE BEEN APPROVED PRIOR TO PLAN
APPROVAL.
015. 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 # : MARIA JENKINS/751-2335
JULIE HERZOG/796-7103
NAME OF PLAN : HALLSLEY SECTION 12
SITE PLAN NO. : 15CP0014
LATEST PLAN DATE : 11/21/14
DEPT. REC'D DATE : 12/04/14
SUBMITTAL NUMBER : 3
REVIEW DATE : 12/22/14
RECOMMENDATION : REVISIONS REQUIRED
TABLE REVIEW : YES
-------- GENERAL NOTES --------
001. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND/OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR STATE
PERMITS IN RELATIONSHIP TO ENVIRONMENTAL FEATURES
INCLUDING, BUT NOT LIMITED TO, WETLANDS, SURFACE WATERS
(E.G. VSMP PERMIT FOR CONSTRUCTION SITES, GROUND WATER,
AND AIR QUALITY.) FINAL APPROVAL OF THESE PLANS WILL
NOT RELIEVE YOU OF YOUR RESPONSIBILITY. WETLANDS
DOCUMENTATION MUST BE RECEIVED BY THIS DEPARTMENT PRIOR
TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
002. PRESENTLY, THIS OFFICE IS RECOGNIZING THAT THE 10-YEAR
PRE/10-YEAR POST REQUIREMENTS FOR FLOOD PROTECTION HAVE
BEEN ADDRESSED BY DISCHARGING INTO THE 100-YEAR
FLOODPLAIN.
003. 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.
004. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100 PER LOT MAINTENANCE FEE MUST BE RECEIVED.
B) A PRO RATA PAYMENT TO THE USCW REGIONAL PROGRAM MUST
BE PAID. THE AMOUNT WILL BE PROVIDED BY
ENVIRONMENTAL ENGINEERING.
-------- EROSION CONTROL --------.
001. 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) A COPY OF THE PROCESSED VSMP REGISTRATION AND FEE
FORM MUST BE RECEIVED BY ENVIRONMENTAL ENGINEERING.
D) AN EROSION CONTROL BOND MUST BE POSTED AND APPROVED.
E) COPIES OF THE ACTUAL VDOT LAND USE PERMIT MUST BE
PROVIDED TO ENVIRONMENTAL ENGINEERING IF APPLICABLE.
F) FLAGGING AND/OR SAFETY FENCE AROUND USACOE
JURISDICTIONAL WETLANDS AND/OR OTHER ENVIRONMENTALLY
SENSITIVE AREAS MUST BE INSTALLED AND CLEARLY
VISIBLE.
G) DB/PG FOR ANY OFFSITE EASEMENTS MUST BE PROVIDED TO
ENVIRONMENTAL ENGINEERING.
H) 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.
002. THE SEDIMENT TRAP SCHEDULE ON SHEET 9 MAY BE REMOVED AS
IT CONTAINS NO INFORMATION.
.........---------------ROAD AND DRAINAGE----------------
001. THE 10' TCES ON LOTS 4 AND 5 HAVE BEEN EXTENDED LONGER
THAN NECESSARY. PLEASE SEE ENCLOSED SKETCH FOR DESIRED
TCE PLACEMENT.
002. THE 100 YEAR BACKWATER AT STRUCTURES 12 AND 13 DOES NOT
NEED TO BE SHOWN IF LESS RESTRICTIVE THAN THE 100 YEAR
FLOODPLAIN. IN ADDITION, THE FLOODPLAIN SHOULD NOT BE
SHOWN ALONG THE LENGTH OF THE CULVERT AS ANY
FLOODWATERS WOULD BE CONTAINED WITHIN THE
PIPE/BACKWATER.
003. PLEASE CORRECT THE STREET DESIGNATION FROM DRIVE TO
COURT AT MUSWELL IN ALL APPLICABLE PLAN AND PROFILE
VIEWS.
004. THE ADJUSTED TENTATIVE REFLECTS A RADIAL REAR PROPERTY
LINE AT LOTS 3/4. PLEASE REVISE ACCORDINGLY IN ALL
APPLICABLE VIEWS.
005. THE PORTION OF TEMPORARY TURNAROUND EASEMENT WITHIN
OPEN SPACE BEHIND LOTS 3/4 SHOULD BE RECORDED WITH THE
SUBDIVISION PLAT. PLEASE RE-LABEL THE EASEMENT AND
SPECIFY THE RADIUS ON SHEET 3.
006. PLEASE EARMARK LOTS 1/2 WITH NBPG NOTING THAT
STRUCTURES 12/13 MUST BE INSTALLED AND CERTIFIED BY A
LICENSED PROFESSIONAL ENGINEER PRIOR TO RELEASE OF THE
BUILDING PERMIT.
007. A CG-9 ENTRANCE SHOULD BE SHOWN FOR ACCESS INTO LOT 2
ON SHEET 3.
008. 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 HERZOG/796-7103
NAME OF PLAN : HALLSLEY SECTION 12
SITE PLAN NO. : 15CP0014
LATEST PLAN DATE : 01/14/15
DEPT. REC'D DATE : 01/22/15
SUBMITTAL NUMBER : 4
REVIEW DATE : 01/26/15
RECOMMENDATION : APPROVED
TABLE REVIEW : NO
-------- GENERAL NOTES --------
001. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND/OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR STATE
PERMITS IN RELATIONSHIP TO ENVIRONMENTAL FEATURES
INCLUDING, BUT NOT LIMITED TO, WETLANDS, SURFACE WATERS
(E.G. VSMP PERMIT FOR CONSTRUCTION SITES, GROUND WATER,
AND AIR QUALITY.) FINAL APPROVAL OF THESE PLANS WILL
NOT RELIEVE YOU OF YOUR RESPONSIBILITY. WETLANDS
DOCUMENTATION MUST BE RECEIVED BY THIS DEPARTMENT PRIOR
TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
002. PRESENTLY, THIS OFFICE IS RECOGNIZING THAT THE 10-YEAR
PRE/10-YEAR POST REQUIREMENTS FOR FLOOD PROTECTION HAVE
BEEN ADDRESSED BY DISCHARGING INTO THE 100-YEAR
FLOODPLAIN.
003. 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.
004. AS AGREED TO ON 1/26/15, EE SHALL REDLINE
"MFFFLPL=252.01" ON LOT 3 ON THE TWO SETS OF PLANS
SUBMITTED ON 1/22/15. THE REMAINING TWO SETS TO BE
SUBMITTED WILL BE PRINTED WITH THIS TEXT INCLUDED.
TOGETHER, THESE WILL CONSTITUTE THE FOUR COPIES OF THE
PLAN TO BE STAMPED FOR APPROVAL, AS REQUIRED BY EE.
005. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100 PER LOT MAINTENANCE FEE MUST BE RECEIVED.
B) A PRO RATA PAYMENT TO THE USCW REGIONAL PROGRAM MUST
BE PAID. THE AMOUNT WILL BE PROVIDED BY
ENVIRONMENTAL ENGINEERING.
-------- EROSION CONTROL --------.
001. 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) A COPY OF THE PROCESSED VSMP REGISTRATION AND FEE
FORM MUST BE RECEIVED BY ENVIRONMENTAL ENGINEERING.
D) AN EROSION CONTROL BOND IN THE AMOUNT OF $41,222.00
MUST BE POSTED AND APPROVED.
E) IF APPLICABLE, COPIES OF THE VDOT LAND USE PERMIT
MUST BE PROVIDED TO ENVIRONMENTAL ENGINEERING.
F) FLAGGING AND/OR SAFETY FENCE AROUND USACOE
JURISDICTIONAL WETLANDS AND/OR OTHER ENVIRONMENTALLY
SENSITIVE AREAS MUST BE INSTALLED AND CLEARLY
VISIBLE.
G) 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.
---- END OF ENV. ENG. COMMENTS ----
============================================================
============================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : LYNDA GILBERTSON / (804)706-2116
NAME OF PLAN : HALLSLEY SECTION 12
SITE PLAN NO. : 15CP0014
LATEST PLAN DATE : 02/1/16
DEPT. REC'D DATE : JULY 5, 2016
SUBMITTAL NUMBER : FIFTH
REVIEW DATE : 07/21/16
RECOMMENDATION : REVISIONS REQUIRED
TABLE REVIEW : YES
-------- GENERAL NOTES --------
01. 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.
02. 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.
03. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100 PER LOT MAINTENANCE FEE MUST BE RECEIVED.
B) A PRO RATA PAYMENT TO THE USCW REGIONAL PROGRAM MUST
BE PAID. THE AMOUNT WILL BE PROVIDED BY
ENVIRONMENTAL ENGINEERING.
-------- EROSION CONTROL --------
01. A REVISED 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.
02. 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----------------
01. APPROVAL OF THE REVISED TENTATIVE SUBMITTAL MUST BE
RECEIVED PRIOR TO PLAN APPROVAL.
02. SUBMIT A WRITTEN REQUEST TO THE DIRECTORS OF
ENVIRONMENTAL ENGINEERING, PLANNING AND UTILITES FOR A
REDUCTION IN THE WIDTH OF THE SIDEWAY FROM 5-FOOT TO
4-FOOT. IF THE SIDEWALK REDUCTION IS NOT APPROVED
PROVIDE REVISED IMPERVIOUS CALCULATIONS FOR THE
ADDITIONAL FOOT.
03. 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 # : LYNDA GILBERTSON / (804)706-2116
NAME OF PLAN : HALLSLEY SECTION 12
SITE PLAN NO. : 15CP0014
LATEST PLAN DATE : 02/1/16
DEPT. REC'D DATE : JULY 5, 2016
SUBMITTAL NUMBER : FIFTH
REVIEW DATE : 07/21/16 AMENDED 9/12/16
RECOMMENDATION : APPROVED
-------- GENERAL NOTES --------
01. 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.
02. 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.
03. AS A PREREQUISITE TO SUBDIVISION PLAT RECORDATION:
A) A $100 PER LOT MAINTENANCE FEE MUST BE RECEIVED.
B) A PRO RATA PAYMENT TO THE USCW REGIONAL PROGRAM MUST
BE PAID. THE AMOUNT WILL BE PROVIDED BY
ENVIRONMENTAL ENGINEERING.
-------- EROSION CONTROL --------
01. A REVISED 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.
02. 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.
---- END OF ENV. ENG. COMMENTS ----

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