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Subdivision Review Comments
All Subdivision Review Comments for Case # 18CP0025




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

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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: 18CP0025 STATUS: PENDING APPROVAL
PROJECT NAME: THE LANDINGS AT MEAD - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: CONSTRUCTION PLAN
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 00 10/03/17 10/31/17 COMPLETE 10/27/17 GT 706-2061
FIRE DEPT.--: 00 10/03/17 10/31/17 COMPLETE 10/19/17 JKL 748-1489
PLANNING----: 00 10/03/17 10/31/17 COMPLETE 10/26/17 BSM 717-6143
TRANSPORT.--: 00 10/03/17 10/31/17 COMPLETE 10/31/17 SES 751-4912
UTIL.PLAN.--: 00 10/03/17 10/31/17 ******** ********
UTILITIES---: 00 10/03/17 10/31/17 COMPLETE 10/27/17
UTIL.R.O.W.-: 00 10/03/17 10/31/17 ******** ********
VDOT--------: 00 10/03/17 10/31/17 ******** ********
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: MIKE LARSON/748-1338
PLAN NAME: THE LANDINGS AT MEADOWVILLE SEC 2
PLAN NUMBER: 18CP0025
ORIGINAL PLAN DATE: 9/8/17
REVIEW DATE: 10/27/17
LATEST SUBMISSION DATE: 10/3/17
SUBMITTAL NUMBER: 1
STATUS: FIRST REVIEW - NOT APPROVED
TABLE REVIEW: NO
1. SHOW THE COUNTY PROJECT NUMBER 17-0211 ON THE LOWER RIGHT
HAND CORNER OF EACH SHEET.
2. ON THE COVER SHEET, PLEASE PUT UTILITY CONTACT MIKE
LARSON, 804-748-1338, LARSONM@CHESTERFIELD.GOV
3. THE 8"X 6" TEES SHOULD BE CALLED OUT AS HYDRANT TEES. TH
IS COMMENT IS ALSO APPLICABLE FOR SECTION
4. FOR DETAIL DES-2 ON SHEET C-3, THE ELEVATION WHERE PRVS A
RE REQUIRED IS 55.
5. DELETE THE DETAIL FOR THE 1" AIR RELEASE VALVE
6. LABEL THE HYDRANT NUMBERS ON THE FLOW TEST AND PROVIDE A
COPY OF THE FLOW TEST LETTER AND CURVE.
7. WILL THERE BE ANY IRRIGATION METERS PROVIDED? IF SO, PLE
ASE IDENTIFY THE LOCATION ON THE PLANS WITH A 10'
X 10' EASEMENT FOR THE METER AND SUBMIT A METER SIZING FORM
FOR EACH IRRIGATION METER.
8. IDENTIFY THE BENCH MARKS ON THE UTILITY PLAN SHEETS.
9. PROVIDE A NOTE THAT FOR LOTS WITH SIDEWALKS ALL WATER MET
ERS ARE TO BE SET 3 FT BEYOND THE SIDEWALK AND ALL SEWER LAT
ERALS ARE TO BE EXTENDED TO 3 FT BEYOND THE SIDEWALK.
10. LABEL THE PIPES FROM SECTION 1 WITH COUNTY PROJECT NUMBE
R 15-0233 ON THE PLAN AND PROFILE SHEETS.
11. IDENTIFY THAT ALL SEWER LATERALS FROM DUCTILE IRON SEWER
PIPES ARE TO BE DUCTILE IRON.
12. PROVIDE LABELS FOR WATER METER WITH ¾" SERVICE (TYP) AND
6" LATERAL (TYP) ON EACH PLAN SHEET.
13. PROVIDE A NOTE THAT THE INVERT OF MANHOLE 5 FROM SECTION
1 IS TO BE FIELD VERIFIED PRIOR TO THE START OF
CONSTRUCTION
14. AS DISCUSSED, THE SANITARY SEWER BETWEEN LOTS 13-14 SHO
ULD BE CONSTRUCTED AS PART OF SECTION 1. PROVIDE A NOTE TO
ADJUST THE MANHOLE TOP TO MATCH THE FINAL GRADE.
15. PER COUNTY SPECIFICATIONS, MAIN LINE VALVES ARE TO BE PR
OVIDED EVERY 1,000 FEET. LOGICAL PLACES PROVIDE VALVES ARE
AT THE HYDRANT AT LOT 24 AND AFTER THE SERVICE TO LOT 17, WH
ICH WILL FACILITATE AN EXTENSION IN THE FUTURE.
16. THE WATER SERVICE FOR LOT 8 SHOULD BE STRAIGHT WITH NO B
ENDS.
17. THE SANITARY LATERALS FOR LOTS 1, 33, AND 34 SHOULD BE I
NSTALLED AS PART OF SECTION 1.
18. LABEL THE VERTICAL AXIS FOR THE ALMER LANE PROFILES.
19. SHOW THE SEWER LATERALS FOR LOTS 1-9 IN PROFILE TO ENSUR
E NO VERTICAL CONFLICTS WITH THE 30 INCH STORM SEWER. IF 18
" CLEARANCE CANNOT BE ACHIEVED, SPECIFY DUCTILE IRON LATERAL
S WITH THE JOINT CENTERED OVER THE STORM SEWER AND STONE BED
DING BETWEEN THE PIPES.
20. THE SANITARY SEWER FROM MANHOLE 1-3 SHOULD BE INSTALLED
*HALLOWER.
21. LABEL 3.5 FT MIN COVER FOR THE WATER LINE.
22. THE SANITARY SEWER RUN FROM MH 25-8 MUST BE DUCTILE IRON
SINCE IT HAS LESS THAN 18 INCHES CLEARANCE OVER A STORM SEW
ER.
23. PROVIDE COPIES OF JOINT RESTRAINT CALCULATIONS WITH THE
NEXT SUBMITTAL. MAKE SURE TO USE A TEST PRESSURE OF 150 PSI
AND 1.5 FACTOR OF SAFETY.
24. REVISED THE MATERIALS QUANTITIES AS NEEDED FOR THE NEXT
SUBMISSION. INCLUDE MANHOLE INSERTS ON THE QUANTITY LIST.
25. THE OWNER MUST ENTER INTO A COUNTY CONTRACT PRIOR TO THE
START OF CONSTRUCTION. PLEASE SEND ME A COPY OF THE "ACCEP
TED" BID PROPOSAL BETWEEN THE DEVELOPER AND THE CONTRACTOR S
O WE MAY PREPARE THE COUNTY CONTRACT. THE BID PROPOSAL MUST
BE BASED ON THE LATEST REVISED UTILITIES PLANS REFLECTING T
HE REVIEWER'S STAMP, AND ALL WORK MUST BE PERFORMED BY AN AC
CEPTABLE UTILITIES
CONTRACTOR. IF PLANS ARE REVISED AFTER CONTRACT PREPARATION
DUE TO A CHANGE BECAUSE OF VIRGINIA DEPARTMENT OF TRANSPORT
ATION'S AND/OR ENVIRONMENTAL ENGINEERING DEPARTMENT'S APPROV
AL OF THE ROAD, DRAINAGE, AND EROSION CONTROL DESIGN OR BECA
USE OF STATE AGENCIES' REVIEW AND APPROVAL OF THE UTILITIES
DESIGN, A REVISED BID PROPOSAL MAY BE NECESSARY TO ACCURATEL
Y REFLECT THE LATEST UTILITIES DESIGN AND A NEW CONTRACT PRE
PARATION MAY BE NECESSARY AND EXECUTED PRIOR TO THE START OF
CONSTRUCTION.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: THE LANDINGS AT MEADOWVILLE, SECTION 1
CASE NUMBER: 18CP0025
LATEST PLAN DATE: 09/08/2017
DEPT. REC'D. DATE: 10/05/2017
SUBMITTAL NUMBER: ONE
REVIEW DATE: 10/31/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
.
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: BRAD MORRISON / 717-6143
PLAN NAME: THE LANDINGS AT MEADOWVILLE SEC. 2
PLAN NUMBER : 18CP0025
ORIGINAL PLAN DATE: 9/8/17
REVISION DATE:
LATEST SUBMISSION DATE: 9/8/17
REVIEW DATE: 10/26/17
SUBMITTAL NUMBER : 1
STATUS: REVISIONS REQUIRED
TABLE REVIEW: YES
.
1. SHOW BUILDING SETBACK LINES ON LOT 17
.
2. THE ENTIRE CEMETERY ADJACENT LOTS 33 & 34
SHOULD BE WITHIN THE ACCESS EASEMENT.
.
NOTES:
.
A) STANDARD CONDITIONS PER 17-62 OF SUBDIVISION
ORDINANCE APPLY.
B) 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: FIRE DEPARTMENT
REVIEWER/PHONE#: KIM LESTER
EMAIL: LESTERK@CHESTERFIELD.GOV
NAME OF PLAN: MEADOWVILLE LANDING SECTION 2
PLAN NUMBER:18CP0025
LATEST PLAN DATE: 9/8/17
DEPT. REC'D. DATE: 10/9/17
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 10/18/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
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.
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : GUOPING TANG / 796-7103
NAME OF PLAN : THE LANDINGS @ MEADOWVILLE - SECTION 2
SITE PLAN NO. : 18CP0025
LATEST PLAN DATE : 09/08/17
DEPT. REC'D DATE : 10/05/17
SUBMITTAL NUMBER : 1
REVIEW DATE : 10/27/17
RECOMMENDATION : REVISIONS REQUESTED
TABLE REVIEW : NO
.
-------- 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. 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.
.
003. PLEASE ADEQUATELY ADDRESS TENTATIVE CONDITIONS #2 AND
#7 REGARDING LOT DRAINAGE DUE TO FLAT TOPOGRAPHY (LOTS
27-34 APPEAR ACCEPTABLE IN THE CURRENT DESIGN),
SPECIFICALLY,
A) EXTEND THE 16' DRAINAGE EASEMENT WITH DITCH
IMPROVEMENTS BEHIND LOTS 15 (ALONG THE BORDER LINE
BETWEEN SECTIONS 1 AND 2) TO LOT 1
B) ADD 5:1 SIDE YARD GRASS SWALES ALONG THE COMMON
PROPERTY LINES IN LOTS 19 (MAY START FROM CONTOUR
84) TO 26, 2 TO 7, TO PROVIDE POSITIVE AND
INDEPENDENT DRAINAGE;
.
C) UPDATE ESC AND DRAINAGE PLANS AND STORM SEWER
CALCULATIONS ACCORDINGLY AND STORM DESIGNS
FOR SECTIONS 1 AND 2 ACCORDINGLY. FOR EXAMPLE,
CLEARING LIMITS MAY INCREASE IN ESC PHASE 2 PLAN.
.
D) A FURTHER DISCUSSION IS RECOMMENDED.
.
004. DEDICATE THE SECTION 1 PORTION OF THE DRAINAGE EASEMENT
FOR STR# 92 ON SECTION 1 PLAN.
.
005. ON THE COVER SHEET, PLEASE
.
A) SHOW LATITUDE AND LONGITUDE (IN DECIMAL DEGREES) OF
APPROXIMATE PARCEL CENTER,
. .
B) SHOW FEMA PANEL NUMBER 51041C0352D, EFFECTIVE DATE
12/18/2012, ZONE X,
.
C) GPIN 8256600557 APPEARS NOT PART OF THIS SECTION,
REMOVE?
.
. D) UPDATE TENTATIVE APPROVAL DATE: 9/26/2017.
.
E) SPECIFY THE VSMP PERMIT FOR 2009-2014
.
006. PLEASE NUMBER (LABEL) THE LOTS IN SECTION 1, LABEL
SECTION 1 AND FUTURE SECTION ON THE NORTH, LABEL STATE
ROAD SR7904 (ALMER LANE), SR7902 ONORA LANE, SR7901
(WINBOLT DRIVE), AND SR7903 (WINBOLT COURT) ON SHEETS
C-2 AND C-21.
007. PLEASE REMOVE MCSE DETAIL ON SHEET C-4.
-------- EROSION CONTROL ----------
.
008. PLEASE ADD AN INLET PROTECTION FOR STR#31 ON SHEET C-9?
.
009. PLEASE REVISE ESC PHASE 2 ESC CONSTRUCTION SEQUENCE
NOTES 1, 4, AND 8 FOR CLARITY ON SHEETS C-10 AND C-11.
.
010. PLEASE ADD A NOTE "THE COUNTY INSPECTOR AND CRLD MUST
MEET TO INSPECT ESC MEASURES BEFORE PROCEEDING TO PHASE
2" IN ESC PHASE 1 NARRATIVE (SHEETS C-8 AND C-9)
011. PLEASE ADD A NOTE "NO TEMPORARY SEDIMENT TRAPS SHALL BE
REMOVED UNTIL APPROVED BY EE" FOR ESC PHASE 2 (SHEETS
C-10 AND C-11)
012. PLEASE SHOW MAXIMUM 1:1 OR FLATTER SLOPE FOR EXCAVATED,
WET STORAGE AREA ON THE SEDIMENT TRAP DETAIL ON SHEET
C-12.
013. PER TENTATIVE CONDITION 10, PLEASE ADD A NOTE
"ENVIRONMENTAL ENGINEERING MAY IMPOSE MORE RIGOROUS
EROSION AND SEDIMENT CONTROL MEASURES THAN WHAT IS
PROVIDED BY THE MINIMUM STANDARDS FOUND IN THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK." ON ESC SHEETS
.
014. PLEASE ADD A NOTE "IF TIMBERING, IT SHOULD BE
INCORPORATED INTO THE EROSION AND SEDIMENT CONTROL PLAN
NARRATIVE, AND SHOULD NOT BEGIN UNTIL AFTER THE
ISSUANCE OF A LAND DISTURBANCE PERMIT AND THE
INSTALLATION OF THE APPROVED EROSION AND SEDIMENT
CONTROL DEVICES." ON THE ESC SHEETS.
.
015. PLEASE PROVIDE ITEMIZED ESC BOND ESTIMATE
.
016. PRIOR TO A LAND DISTURBANCE PERMIT ISSUANCE, PLEASE
PROVIDE
.
A) WETLANDS DOCUMENTATION FROM COE/DEQ, IF APPLICABLE
.
B) VSMP REGISTRATION STATEMENT AND FEES,
.
C) A VDOT LAND USE PERMIT, IF APPLICABLE
.
D) POSTED EC BOND;
.
E) A SWPPP BOOKLET IN A 3-RING BINDER,
.
F) FLAGGING AROUND SENSITIVE AREAS (BUFFER, WOUS,
WETLAND, OFFSITE PROPERTY, ETC.) ALONG WITH THE
.
G) A COPY OF THE AUTOCAD FILES SUBMITTED TO CAROLE
CLIBORNE OF THE ENVIRONMENTAL ENGINEERING
DEPARTMENT.
THE FILES 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 FILES 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
PREPARER'S NAME, AND PHONE NUMBER.
THE FILE MUST CONTAIN THE FOLLOWING, EACH CLEARLY
LABELLED IN SEPARATE LAYERS:
EDGES OF ROADS TO INCLUDE CURB AND GUTTER,
EDGES OF SIDEWALKS, AND
EDGES OF STORM SEWER AND INLETS;
.
H) 4 SETS OF FULL-SIZE PLAN FOR STAMP APPROVAL, AND 1
REDUCED SIZE PLAN 11 BY 17 FOR SWPPP
.
-------- ROAD AND DRAINAGE --------
.
017. PLEASE PROVIDE A NOTE FOR ALL PROPOSED GRASS DITCHES IN
COUNTY DRAINAGE EASEMENTS, STATING "IF UNABLE TO
ACHIEVE SUITABLE STAND OF GRASS VEGETATION, EE MAY
REQUIRE THE DITCH TO BE PAVED" ON THE PLAN SHEETS.
.
018. PLEASE NBP LOTS 7-17 DUE TO GRADING ON SHEETS C-14 AND
C-15, NBP MORE LOTS AS NECESSARY TO ADDRESS FLAT
TOPOGRAPHY DRAINAGE ISSUE.
.
019. PLEASE SPECIFY CG-9 ENTRANCES ON SHEETS C-14 AND C-15,
AND PROVIDE DETAILS.
.
020. PLEASE LABEL THE EASEMENT FOR STR#90 AND STR#92 AS IN
"DRAINAGE EASEMENT FOR VDOT MAINTENANCE" ON SHEET C-15.
.
021. THE PROPOSED SPOT ELEVATIONS DO NOT MAKE SENSE IN LOTS
1 TO 6, 25 TO 26 (CREATING A LOCAL DEPRESSION/POND THAT
WATER WILL NOT DRAIN AWAY). WHAT ARE THE PROPOSED
ELEVATIONS FOR LOTS 27 TO 34 FOR? HOW WILL THEY BE
CREATED WITHOUT CLEARING AND FILLING? SHEET C-17.
.
022. C = 0.45 APPEARS NOT CONSERVATIVE FOR SOME DRAINAGE
AREAS, FOR EXAMPLE, TO STR# 99, TO STR#97, HOW ABOUT
SEPARATE THE ROADS OR RIGHT OF WAY FROM THE LOTS IN THE
DRAINAGE AREAS?
.
023. PLEASE UPDATE (ACCORDING TO FINAL APPROVED SECTION 1
PLAN) OR REMOVE THE OUTFALL PROFILE ON SHEET C-19 (THEN
ADD MS19 CROSS SECTION AT EXISTING STR# 30, SHEET C-5).
.
024. NOTE THAT PIPE 80 (24") AND 86 (30") ARE 301.5 FT LONG,
EXCEEDING 300 FT COUNTY PREFERRED UPPER LIMIT.
.
025. PLEASE SHOW AT LEAST ONE BENCHMARK WITH ELEVATION
WITHIN THE LIMITS OF THIS SECTION.
.
026. PLEASE SHOW ELEVATIONS FOR THE VERTICAL AXIS ON SHEET
C-18.
.
027. PLEASE EXTEND THE PROFILE OF ALMER LANE ON THE LEFT
BOTTOM OF SHEET C-18 300 FT INTO FUTURE SECTION.
.
028. PLEASE CORRECT THE PROFILE LABEL 97-83 ON SHEET C-19
.
-------------- CBPA ---------------
.
029. PLEASE UPDATE THE CBPA PLAN TO BE CONSISTENT WITH
SECTION 1 APPROVED PLAN.
.
030. AS A REMINDER, PRIOR TO SUBDIVISION PLAT RECORDATION, A
SWM/BMP MAINTENANCE FEE OF $100 PER LOT MUST BE
RECEIVED.
.
031. 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 ----
.
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