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Subdivision Review Comments
All Subdivision Review Comments for Case # 18CP0019




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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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: 18CP0019 STATUS: PENDING APPROVAL
PROJECT NAME: IRON MILL SEC 3 - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: CONSTRUCTION PLAN
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 00 09/18/17 10/09/17 ******** ********
FIRE DEPT.--: 00 09/18/17 10/09/17 COMPLETE 10/18/17 JKL 748-1489
PLANNING----: 00 09/18/17 10/09/17 ******** ********
TRANSPORT.--: 00 09/18/17 10/09/17 COMPLETE 11/07/17 SES 751-4912
UTIL.PLAN.--: 00 09/18/17 10/09/17 ******** ********
UTILITIES---: 00 09/18/17 10/09/17 COMPLETE 10/19/17
UTIL.R.O.W.-: 00 09/18/17 10/09/17 ******** ********
VDOT--------: 00 09/18/17 10/09/17 ******** ********
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: MIKE LARSON/748-1338
PLAN NAME: IRON MILL SEC 3
PLAN NUMBER: 18CP0019
ORIGINAL PLAN DATE: 9/27/09
REVIEW DATE: 9/27/17
LATEST SUBMISSION DATE: 9/18/17
SUBMITTAL NUMBER: 3
STATUS: 3RD REVIEW - NOT APPROVED
TABLE REVIEW: CONDITIONAL
1. REVISE THE WATER LINE ALIGNMENT AT THE CUL-DE-SAC ON CLAI
MONT MILL DR AS SHOWN ON THE 9/27/17 EMAIL FROM MIKE LARSON
TO JESSICA SEESE. PER KIM LESTER IN FIRE,
THE FIRE HYDRANT IS NOT NEEDED AND THE ALIGNMENT AS SHOWN IS
NOT DESIRABLE.
2. THERE IS AN EXTRA WATER SERVICE FOR LOT 16, PLEASE DELETE
.
3. RELOCATE THE WATER SERVICE FOR LOT 15 TO THE OTHER SIDE O
* THE DRIVEWAY SO THE METER BOX IS LESS LIKELY TO BE DAMAGED
4. AN APPROXIMATELY 10' X 10' EASEMENT IS REQUIRED FOR EACH
OF THE IRRIGATION METERS.
5. RELOCATE THE TEE AND VALVES AT ELLINGSHIRE DR SO THAT THE
Y ARE NOT ABOVE THE DOUBLE CULVERT PIPES. 6. PROVIDE A MAIN
LINE VALVE AT THE FIRE HYDRANT ON APPROXIMATELY STA 41+90 IR
ON RIVER DR TO FACILITATE A
FUTURE RELOCATION OF THE AC WATER LINE ON ECOFF AVE AS PART
OF A VDOT PROJECT.
7. THE TEXT CALLING OUT THE EXISTING SANITARY SEWER EASEMENT
IS OBSCURED. ADDITIONALLY, THE D.B. 9244 AND PAGE NUMBER 7
58 SHOULD BE CALLED OUT FOR THIS EASEMENT.
8. THE NOTE REFERRING TO THE AS-BUILTS FOR SEWER LATERAL IS
REFERENCING THE INCORRECT PROJECT NUMBER. THE CORRECT PROJEC
T NUMBER IS 07-0320.
9. SOME OF THE SEWER LATERALS DO NOT SCALE ACCURATELY COMPAR
ED TO THEIR AS-BUILT INFORMATION. PLEASE SHOW THE AS-BUILT L
ATERAL BOX WITH THE STATION, DEPTH, AND LENGTH ON THE PLANS
TO AID THE CONTRACTOR IN LOCATION.
10. PROVIDE A NOTE AND ARROW TO ABANDON THE EXITING LATERALS
FOR LOTS 1 AND 5.
11. MOST OF THE LATERAL AS-BUILTS FOR CLAIMONT MILL DR SHOW
THE DEPTH AT THE PROPERTY LINE AT 6 OR 7 FEET, WHICH IS CLOS
E TO THE DEPTH SHOWN FOR THE 15" STORM SEWER. PLEASE REVIEW
EACH CONNECTION AND ENSURE THAT THERE IS NOT A VERTICAL CON
FLICT.
12. CLARIFY ON THE PLANS THAT THE WATER METERS FOR LOT 1 AND
2 ARE EXISTING.
13. FOR THE CONNECTION INTO EXISTING MH-3, CALL OUT ON
THE PLANS AND PROFILE THAT THE MANHOLE IS TO BE CORE
DRILLED WITH A KOR-N-SEAL BOOT INSTALLED.
14. ON THE PROFILE FOR IRON RIVER DR, LABEL THE WATERLINE IN
FILL AS 12" CLASS 52 D.I. WITH RESTRAINED JOINTS.
15. LABEL THE EXISTING PROJECT NUMBER 09-0091 ON THE PROFILE
FOR THE 12" WATER MAIN ON CLAIMONT MILL DR.
16. WHERE THE CLEARANCE IS ONLY 6 INCHES BETWEEN THE CULVERT
AND THE WATER LINE, SPECIFY COMPACTED STONE TO BE PLACED BE
TWEEN THE PIPE WITH THE WATER MAIN JOINT CENTERED ABOVE THE
CULVERT PIPES.
17. CALCULATE THE EXTENT OF JOINT RESTRAINT FOR THE VERTICAL
BENDS ON WATER 1 PROFILE AND SHOW THEM ON THE
PLANS. PROVIDE A COPY OF THE JOINT RESTRAINT CALCULATIONS A
ND MAKE SURE TO USE A TEST PRESSURE OF 150
PSI WITH A 1.5 FACTOR OF SAFETY
18. PROVIDE A PROFILE FOR THE WATER LINE EXTENSION TO ELINGS
HIRE DR. THIS WATER LINE APPEARS TO BE IN FILL AND IF SO IT
MUST BE CLASS 52 8" D.I. WITH RESTRAINED JOINTS.
19. UPDATE THE LIST OF MATERIALS BASED ON THESE COMMENTS. T
HE NUMBER OF WATER SERVICES SHOULD BE 22 PLUS 2 IRRIGATION M
ETERS. THERE ARE 3 NEW SEWER LATERALS SHOWN ON THE PLANS.
20. PLEASE PROVIDE A SEPARATE METER SIZING FORM FOR EACH IRR
IGATION METER. ENSURE AN ADEQUATE DESCRIPTION IS PROVIDED F
OR THE LOCATION OF THE METER. CONSIDER PLACING SLEEVES UNDE
R THE PAVEMENT AS NECESSARY. PLEASE NOTE AT A LU-IR PERMIT
IS REQUIRED BY VDOT FOR ANY
PRIVATE IRRIGATION LINES IN THE RIGHT OF WAY
21. WE WILL WORK WITH THE ENGINEER TO ALLOW A TABLE REVIEW O
N THE CONDITION THAT PDF COPIES OF THE REVISED COMMENTS AND
RESPONSES ARE SUBMITTED A LEAST 7 DAYS PRIOR TO THE SCHEDULE
D REVIEW.
THE OWNER MUST ENTER INTO A COUNTY CONTRACT PRIOR TO THE STA
RT 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 B
ID PROPOSAL MUST BE BASED ON THE LATEST REVISED UTILITIES PL
ANS REFLECTING THE REVIEWER'S STAMP, AND ALL WORK MUST BE PE
RFORMED BY AN ACCEPTABLE 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: IRON MILL, SECTION 3
CASE NUMBER: 18CP0019
LATEST PLAN DATE: 09/15/2017
DEPT. REC'D. DATE: 09/20/2017
SUBMITTAL NUMBER: ONE
REVIEW DATE: 11/07/2017
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
.
1. THE PLANS FOR IMPROVEMENTS TO ECOFF AVENUE ARE BEING
REVIEWED AND REVISED TO COORDINATE WITH THE COUNTY'S
SIDEWALK PROJECT.
.
PLANNING DEPARTMENT
CONSTRUCTION PLAN: IRON MILL, SECTION 3
CASE: 18CP0019
REVIEWED BY: WHIT KIRTLEY (706-7691)
SUBMITTAL: 3
REVIEW DATE: 11/14/17
REVISION DATE: 9/15/17
PLANNING REVIEW #: 3
PLANNING STATUS: REVISIONS REQUIRED
.
COMMENTS & REVISIONS:
..
1. PLEASE PROVIDE A DETAIL FOR THE FOCAL POINT THAT IS LOCAT
WITHIN THE BOUNDARIES OF THIS CONSTRUCTION PLAN. PLEASE
REVIEW CONDITION 16 OF THE ZONING CASE TO REFER TO THE
REQUIREMENTS FOR THE FOCAL POINT AREAS.
.
2. ON SHEET C-3, PLEASE LABEL THE AREA WHERE THE FOCAL
POINT WILL BE LOCATED.
.
3. PROVIDE A FOCAL POINT PLAN
.
NOTES
.
1. THE RECORDATION OF SECTION 3 WILL CREATE MORE THAN 100
LOTS BEING SERVED BY A ONE-WAY IN, ONE-WAY OUT
COLLECTOR ROAD. THE SUBDIVISION ORDINANCE ONLY
PERMITS UP TO 100 LOTS TO BE SERVED BY A ONE-WAY
OUT COLLECTOR ROAD. A SECOND ACCESS MUST BE
CONSTRUCTED PRIOR TO RECORDATION OF SECTION 3.
.
2. THE LANDSCAPE PLAN, DATED 7/29/2008, REVISED ON
12/10/2008, IS THE APPROVED LANDSCAPE PLAN FOR IRON
MILL, WITH THE EXCEPTIONS NOTED BELOW.
.
3. THE REVIEW OF THE LANDSCAPE PLAN DOES NOT CONSTITUTE
APPROVAL OR RE-APPROVAL OF THE BUFFER PLANTINGS. THE
BUFFER PLANTINGS WERE APPROVED UNDER THE ALTERNATIVE
TO THE CHAPTER 07TW0334.
.
4. THE REVIEW OF THE LANDSCAPE PLAN DOES NOT CONSTITUTE
APPROVAL OR RE-APPROVAL OF THE RECREATION AREA
PLANTINGS. THE RECREATION AREA PLANTINGS WERE
APPROVED UNDER THE SITE PLAN 08PR0275.
.
5. ANY LANDSCAPING PROPOSED WITHIN VDOT RIGHT-OF-WAY
MUST BE APPROVED BY VDOT. THE PLANNING DEPARTMENT
CANNOT APPROVE LANDSCAPING SHOWN IN THE ROUNDABOUT
OF IRON RIVER DRIVE.
.
6. THE UNIT-PLANTING PLANS FOR THE SINGLE-FAMILY UNITS AND
TOWN HOMES ARE SATISFACTORY.
.
7. THE ELEVATION PLANS (FOR IRON MILL, SECTIONS 1, 2 & 3,
RECEIVED JULY 7, 2009) AND OVERALL LAYOUT PLAN (FOR
SECTION 1 ONLY, RECEIVED JULY 9, 2009) ARE APPROVED.
AT
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: IRON MILL SEC. 3
PLAN NUMBER: 18CP0019
LATEST REVISION DATE: 9/15/17
REVIEW DATE: 9/26/17
LATEST SUBMISSION DATE: 9/21/17
SUBMITTAL NUMBER: 1ST REVIEW
STATUS: NOT APPROVED
TABLE REVIEW: YES
.
THE HYDRANT AT THE END OF CLAIMONT MILL DRIVE CAN
BE DELETED.
.
CHANGE THE NOTE ON THE SHEET C-1 TO THE FOLLOWING:
THE BUILDING HEIGHT SHALL NOT EXCEED 30 FEET FOR AERIAL
ACCESS. THIS MEASUREMENT IS TAKEN FROM THE EAVE OF THE TO 6
ROOF TO 6 FT OUT FROM THE BUILDING. THE BUILDING ALONG WITH
ELEVATIONS WILL BE EVALUATED AT THE TIME OF BUILDING PERMIT.
IF THE BUILDING HEIGHTS EXCEED 30 FEET AS MEASURED ABOVE,
THEN THE CONSTRUCTION PLANS WILL REQUIRE AN AMENDMENT.
.
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
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.
.
THERE ISN'T AN EMERGENCY ACCESS ON THIS PROJECT SO PLEASE
REMOVE THE NOTE ON SHEET C-1.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++

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