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Subdivision Review Comments
All Subdivision Review Comments for Case # 17CP0106




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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CASE NO: 17CP0106 STATUS: PENDING APPROVAL
PROJECT NAME: HARPERS MILL NORTHEA - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: CONSTRUCTION PLAN
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 02 09/15/17 10/06/17 COMPLETE 11/16/17 RWB 748-1035
FIRE DEPT.--: 02 09/15/17 10/06/17 AMENDED* 11/09/17 JKL 748-1489
PLANNING----: 02 09/15/17 10/06/17 ******** ********
TRANSPORT.--: 02 09/15/17 10/06/17 COMPLETE 11/09/17 SES 751-4912
UTIL.PLAN.--: 02 09/15/17 10/06/17 ******** ********
UTILITIES---: 02 09/15/17 10/06/17 AMENDED* 11/09/17 WBP 751-4336
UTIL.R.O.W.-: 02 09/15/17 10/06/17 ******** ********
VDOT--------: 02 09/15/17 10/06/17 ******** ********
REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE #: W.B. PAYNE III/751-4336
NAME OF PLAN: HARPERS MILL NORTHEAST SECTION 8
ADDRESS: 15500 HARPER'S MILL PARKWAY
SUBMISSION DATE: 4/11/17
PLAN DATED: 3/15/17
REVIEW DATE: 4/24/17
SITE PLAN NUMBER: 17CP0106
COMMENTS: 1ST REVIEW - NOT APPROVED
TABLE REVIEW:
PLAT PROCESS:
1. ADD THE UTILITIES PROJECT NUMBER DESIGNATED FOR THIS
PROJECT (17-0077) TO ALL PLAN SHEETS.
2. ADD THE FOLLOWING UTILITIES CONTACT INFORMATION TO THE
PLAN AS APPLICABLE: W.B. PAYNE III, PRINCIPAL ENGINEER,
804-751-4336, PAYNEW@CHESTERFIELD.GOV.
3. LABEL THE EXISTING SEWER EASEMENT ALONG THE REAR OF
PROPOSED LOTS 1 AND 3; SHEET C3.0.
4. LABEL THE EXISTING 16' WATER EASEMENT ON SPIRAL DRIVE
AND INDICATE THE UTILITY PROJECT NUMBER (16-0176); SHEET
C3.0.
5. A 1" WATER SERVICE CONNECTION IS REQUIRED FOR LOT 29
HOWEVER THE TEXT INDICATES A 1" CONNECTION FOR LOT 30.
PLEASE CORRECT THE DESIGNATION ON SHEET C3.0.
.
5. A 1" WATER SERVICE CONNECTION IS REQUIRED FOR LOT 29
HOWEVER THE TEXT INDICATES A 1" CONNECTION FOR LOT 30.
PLEASE CORRECT THE DESIGNATION ON SHEET C3.0.
6. WILL GRADE ADJUSTMENTS NEED TO BE MADE TO MH'S EX3
AND EX5 AFTER FINAL GRADING? IF SO, ADD A NOTE STATING THE
CONTRACTOR IS REQUIRED TO MAKE THESE ADJUSTMENTS.
7. WILL AN IRRIGATION SYSTEM EVER BE ADDED AT A LOCATION
WITHIN THIS SECTION? IF SO, PLEASE ADD THE SERVICE LINE AT A
MINIMUM TO THE PLAN. IF A METER SIZE CAN BE/HAS BEEN
DETERMINED, PLEASE COMPLETE THE METER SIZING FORM (MSF)
AND ADD IT TO THE PLAN.
8. RELOCATE THE FH AT LOT 2 CLOSER TO THE CORNER NEAR
WOLFBORO PLACE AND OUTSIDE OF THE BUILDING ENVELOPE?
9. PER THE SPECIFICATIONS, THE MINIMUM ALLOWABLE BENDING
RADIUS OF 8" PVC PIPE IS 326.3'. FOR EXAMPLE, THE
HORIZONTAL CURVE ALONG WARBORO ROAD APPEARS TO EXCEED
THIS ALLOWABLE MINIMUM. AS FITTINGS MUST BE USED WHERE
BENDING RADII EXCEED THE ALLOWABLE MINIMUM; PLEASE
CONFIRM THAT ALL PIPE RADII MEET THE SPECIFICATIONS AND ADD
FITTINGS AS NECESSARY TO BOTH PLAN AND PROFILE.
10. ADD 1' OF STONE OVER THE SEWER LINE NEAR EX MH-5
(APPROXIMATELY STA 11+75 TO STA 12+50) WHERE THE
DEPTH EXCEEDS 14'.
11. REMOVE THE DI VERTICAL TRANSITION (APPROXIMATELY
STA 11+63, BOLEHAT ROAD) AT THE GAS LINE CROSSING AND
DEEPEN THE LINE ON BOTH SIDES OF THE TRANSITION TO ALLOW
PVC PIPE WITH AT LEAST A 24" VERTICAL SEPARATION UNDER THE
STEEL GAS PIPE. ANY FITTINGS USED TO MAKE THIS NEW
TRANSITION SHOULD BE LOCATED OUTSIDE THE PLANTATION PIPELINE
EASEMENT.
12. RE: COMMENT #11, PLEASE REMOVE PLANTATION PIPELINE
DETAIL A-ST780-2 FROM SHEET C6.2.
13. CLEARLY LABEL ALL BENDS AT VERTICAL TRANSITIONS. FOR
EXAMPLE, AT APPROXIMATELY STA 15+38 ON BOLEHAT ROAD.
THE FITTINGS MAY BE LABELED INDIVIDUALLY OR AS A GROUP;
FOUR 45-DEGREE BENDS, FOR EXAMPLE.
14. CALCULATE AND CONFIRM WHETHER THE VERTICAL TRANSITIONS
ON WOLFBORO COURT AND WOLFBORO PLACE NEED TO BE FULLY
RESTRAINED VERSUS ONLY RESTRAINT AT THE FITTINGS.
15. INSTALL THE SERVICE LINE AND WM FOR LOT 8 AS CLOSE TO
THE LOT 9 PROPERTY LINE AS POSSIBLE AND OUTSIDE OF THE LOT 8
DRIVEWAY.
16. WILL ANY HOUSES HAVE BASEMENTS THAT CANNOT BE SERVED
BY GRAVITY SEWER? IF SO, PLEASE IDENTIFY THE LOTS AND
INDICATE A PRIVATE PUMP WILL BE NECESSARY FOR THE
BASEMENT.
17. UTILITIES RECOMMENDS INSTALLING THE LATERAL FOR LOT 11
INTO MH-8, THE LATERAL FOR LOT 6 INTO MH-3, AND THE LATERAL
18. RE: COMMENT #17, PLEASE MOVE THE LATERAL FOR LOT 13
TO WITHIN 10' OF MH-7 SO IT WILL NOT POTENTIALLY BE LOCATED
WITHIN THE BUILDING ENVELOPE FOR THE HOUSE.
19. THERE ARE 33 TOTAL WATER CONNECTIONS PROPOSED AS PART
OF THE PLAN, TWO OF WHICH ARE 1". THEREFORE, FOR
CLARIFICATION PLEASE MODIFY THE QUANTITIES (SHEET C1.0) BY
ADDING THE 31 - ¾" WATER SERVICES.
PLEASE BE ADVISED THAT PER A CONDITION OF ZONING, WHICH
REQUIRES THAT THE DEVELOPER CONTRIBUTE TOWARDS THE COST
OF EXPANDING THE DRY CREEK WASTEWATER PUMP STATION,
PAYMENT TO THE COUNTY IN THE AMOUNT OF $3284.00 MUST
BE MADE PRIOR TO ISSUANCE OF THE FIRST BUILDING PERMIT FOR
THIS SITE. THIS VALUE IS BASED UPON A TOTAL ACREAGE OF 16.42
ACRES. PAYMENTS MUST BE SENT TO THE ATTENTION OF RANDY
PHELPS, PRINCIPAL ENGINEER - DEVELOPMENT SECTION,
CHESTERFIELD COUNTY UTILITIES DEPARTMENT AND CHECKS
MADE PAYABLE TO "TREASURER, CHESTERFIELD COUNTY".
THE OWNER IS REQUIRED TO ENTER INTO A COUNTY UTILITIES
CONTRACT PRIOR TO THE START OF CONSTRUCTION. PRIOR TO THE
PREPARATION OF THE UTILITIES CONTRACT, UTILITIES MUST BE IN
RECEIPT OF THE "ACCEPTED" BID PROPOSAL BETWEEN THE
DEVELOPER AND THE COUNTY APPROVED UTILITIES CONTRACTOR AS
WELL AS THE PROJECT'S INFORMATIONAL SHEET FOUND ON THE
"DEVELOPER'S CHECKLIST". PLEASE SEND THOSE TWO ITEMS TO
THE ATTENTION OF BILL PAYNE (PAYNEW@CHESTERFIELD.GOV
OR BY CALLING 804-751-4336). THE BID PROPOSAL MUST
BE BASED ON THE APPROVED SITE PLAN. BE ADVISED THAT
IF THE SITE PLAN IS REVISED AND REAPPROVED SUBSEQUENT
TO THE PREPARATION OR RECORDATION OF THE UTILITIES
CONTRACT, THE BID PROPOSAL SHALL BE REVISED ACCORDINGLY
AND A REVISED UTILITIES CONTRACT MAY BE NECESSARY.
AFTER FINAL SITE PLAN APPROVAL, FOUR SETS TOTAL OF THE
APPROVED PLANS MUST BE SENT DIRECTLY TO THE UTILITIES
DEPARTMENT FOR OUR USE DURING CONSTRUCTION INSPECTION.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE #: W.B. PAYNE III/751-4336
NAME OF PLAN: HARPERS MILL NORTHEAST SECTION 8
ADDRESS: 15500 HARPER'S MILL PARKWAY
SUBMISSION DATE: 7/17/17
PLAN DATED: 7/5/17
REVIEW DATE: 8/1/17
SITE PLAN NUMBER: 17CP0106
COMMENTS: 2ND REVIEW - NOT APPROVED
TABLE REVIEW:
PLAT PROCESS:
1.GENERALLY, UTILITIES PREFERS THAT MH DEPTHS NOT EXCEED
15' WHENEVER POSSIBLE. IN LIEU OF THE CURRENT PROPOSED
SEWER PLAN, PLEASE INVESTIGATE OMITTING THE SEWER FROM
MH-14 TO MH-12; THEREBY REDUCING THE DEPTHS OF MH-12
AND MH-2. UTILITIES BELIEVES THE GRADE WOULD ALLOW SEWER
FROM MH-14 TO BE ABLE TO FLOW AND CONNECT TO MH-7,
WHICH WOULD ALLOW FOR THE REDUCTION OF THE EXCESSIVE
SEWER LINES/MH DEPTHS, OMISSION OF THE DI PIPE BETWEEN
MH-2 AND THE EXISTING MH, OMITTING THE NECESSITY FOR TWO
PROPOSED MAIN LINE DROPS INTO MH-2 AND A 60" DIAMETER
MH BARREL, AND OMISSION OF THE WETLANDS CROSSING.
. RE: COMMENT #11 FROM THE APRIL 24, 2017 UTILITIES
REVIEW LETTER, REMOVE THE DI VERTICAL TRANSITION AT
APPROXIMATELY STA 11+63 ON BOLEHAT ROAD FOR THE GAS
LINE CROSSING AND RECONFIGURE THE WATERLINE ON BOTH SIDES
OF THE CROSSING TO USE PVC PIPE WITHIN THE EASEMENT WITH
AT LEAST A 24" VERTICAL SEPARATION UNDER THE STEEL GAS PIPE.
UTILITIES PREFERS THE USE OF PVC PIPE IN THIS SITUATION. ANY
NECESSARY FITTINGS SHOULD BE LOCATED OUTSIDE THE PLANTATION
PIPELINE EASEMENT.
3. REVISE THE TRANSITION AT STA 15+00 ON WOLFBORO ROAD
TO SHOW THE FITTINGS AT THEIR CORRECT ANGLES. ALL VERTICAL
TRANSITIONS SHOULD APPEAR SIMILAR IN PROFILE TO THE WAT-8
DETAIL. LIKEWISE, ON WOLFBORO COURT AND PLACE.
4. RE: COMMENT #1, IF THE WETLANDS CROSSING IS REMOVED
PLEASE REMOVE THE TWO SEW-9 DETAILS FROM THE PLAN AS
THEY WOULD BE NON-APPLICABLE.
5. INSTALL THE SEWER LATERAL FOR LOT 33 INTO DEEP EX MH-5
WITH A DROP OF 1.99', WHICH WILL HELP LESSEN THE ANGLE ON
THE MH RUBBER BOOT CONNECTION WITHOUT REQUIRING AN
INTERNAL DROP STACK PER MAN-16. THE APPROPRIATE NOTE
SHOULD BE ADDED TO THE PLAN FOR THIS PARTICULAR LATERAL.
6. REMOVE NOTE #14 FROM SHEETS C3.0 AND C3.1 AS IT IS NO
LONGER VALID.
7. NOTE THAT ANY/ALL CHANGES MADE TO THE SEWER MUST BE
REFLECTED IN THE QUANTITIES.
8. NOTE THAT ANY PROPOSED INTERNAL MH DROPS (REQUIRED AT
2' OR GREATER) MUST BE DENOTED ON THE PROFILE AS "PER
MAN-16" AND THE MAN-16 DETAIL MUST BE ADDED TO THE
PLAN.
IT IS RECOMMENDED THE ENGINEER SUBMIT FURTHER CHANGES TO
UTILITIES IN PDF FORMAT FOR INFORMAL REVIEW PRIOR TO THE
NEXT SUBMISSION.
THE "DRY CREEK" PROFFERS ARE APPLICABLE TO THIS
DEVELOPMENT.
THE OWNER IS REQUIRED TO ENTER INTO A COUNTY UTILITIES
CONTRACT PRIOR TO THE START OF CONSTRUCTION.
BE ADVISED THAT THE HARPER'S MILL NE SECTION 5 AND
HARPER'S MILL NE SECTION 6 PROJECTS MUST BE RELEASED TO
CONSTRUCTION PRIOR TO UTILITIES RELEASING HARPER'S MILL NE
SECTION 8
AFTER FINAL SITE PLAN APPROVAL, FOUR SETS TOTAL OF THE
APPROVED PLANS MUST BE SENT DIRECTLY TO THE UTILITIES
DEPARTMENT FOR OUR USE DURING CONSTRUCTION INSPECTION.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE #: W.B. PAYNE III/751-4336
NAME OF PLAN: HARPERS MILL NORTHEAST SECTION 8
ADDRESS: 15500 HARPER'S MILL PARKWAY
SUBMISSION DATE: 11/9/17
PLAN DATED: 11/7/17
REVIEW DATE: 11/9/17
SITE PLAN NUMBER: 17CP0106
COMMENTS: 4TH REVIEW - APPROVED
THIS PLAN, DATED NOVEMBER 7, 2017 IS NOW APPROVABLE BY
UTILITIES.
AS PREVIOUSLY STATED, A "DRY CREEK" PROFFERS PAYMENT TO
THE COUNTY IN THE AMOUNT OF $3284.00 MUST BE MADE PRIOR
TO ISSUANCE OF THE FIRST BUILDING PERMIT FOR THIS SITE. THIS
VALUE IS BASED UPON A TOTAL ACREAGE OF 16.42 ACRES.
PAYMENTS MUST BE SENT TO THE ATTENTION OF RANDY
PHELPS, PRINCIPAL ENGINEER - DEVELOPMENT SECTION,
CHESTERFIELD COUNTY UTILITIES DEPARTMENT AND CHECKS
MADE PAYABLE TO "TREASURER, CHESTERFIELD COUNTY".
THE OWNER IS REQUIRED TO ENTER INTO A COUNTY UTILITIES
CONTRACT PRIOR TO THE START OF CONSTRUCTION. PRIOR TO THE
PREPARATION OF THE UTILITIES CONTRACT, UTILITIES MUST BE IN
RECEIPT OF THE "ACCEPTED" BID PROPOSAL BETWEEN THE
DEVELOPER AND THE COUNTY APPROVED UTILITIES CONTRACTOR AS
WELL AS THE PROJECT'S INFORMATIONAL SHEET FOUND ON THE
"DEVELOPER'S CHECKLIST". PLEASE SEND THOSE TWO ITEMS TO
THE ATTENTION OF BILL PAYNE (PAYNEW@CHESTERFIELD.GOV
OR BY CALLING 804-751-4336). THE BID PROPOSAL MUST
BE BASED ON THE APPROVED SITE PLAN. BE ADVISED THAT
IF THE SITE PLAN IS REVISED AND REAPPROVED SUBSEQUENT
TO THE PREPARATION OR RECORDATION OF THE UTILITIES
CONTRACT, THE BID PROPOSAL SHALL BE REVISED ACCORDINGLY
AND A REVISED UTILITIES CONTRACT MAY BE NECESSARY.
PLEASE BE ADVISED THAT PRIOR TO CONNECTING PROPOSED WATER
OR SEWER LINES TO THE EXISTING COUNTY SYSTEM, THE FOLLOWING
CRITERIA MUST BE MET:
" ALL PUBLIC WATER AND/OR SEWER LINES MUST EITHER BE
LOCATED WITHIN RECORDED WATER OR SEWER EASEMENTS
OR WITHIN DEDICATED RIGHTS-OF-WAY.
" ALL WATERLINE AND/OR SEWER LINE TESTING HAS BEEN
COMPLETED AND HAS SUCCESSFULLY PASSED.
" ALL ENVIRONMENTAL ENGINEERING AND/OR VDOT
CONDITIONS HAVE BEEN MET.
" THE ROAD MUST BE READY FOR FINAL PAVING, WITH ALL
CURB & GUTTER AND THE ROAD SUBBASE INSTALLED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: HARPER'S MILL NORTHEAST, SECTION 8
CASE NUMBER: 17CP0106
LATEST PLAN DATE: 03/15/2017
DEPT. REC'D. DATE: 04/11/2017
SUBMITTAL NUMBER: ONE
REVIEW DATE: 05/02/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: HARPER'S MILL NORTHEAST, SECTION 8
CASE NUMBER: 17CP0106
LATEST PLAN DATE: 07/05/2017
DEPT. REC'D. DATE: 07/18/2017
SUBMITTAL NUMBER: TWO
REVIEW DATE: 07/31/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
.
THE APPROVED PHASING PLAN FOR HARPER'S MILL REQUIRES THAT
THE EXTENSION OF OTTERDALE ROAD TO BEACH ROAD AND THE
INTERSECTION IMPROVEMENTS AT THE OTTERDALE ROAD/BEACH ROAD
INTERSECTION BE COMPLETED PRIOR TO THE RECORDATION OF MORE
THAN 600 LOTS.
.
THE APPROVED PHASING PLAN FOR HARPER'S MILL REQUIRES THAT
THE EXTENSION OF HARPER'S MILL PARKWAY TO THIRSK LANE BE
COMPLETED PRIOR TO THE RECORDATION OF MORE THAN 700 LOTS.
===========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: FOR STEVEN E. SIMONSON (804)748-1037
NAME OF PLAN: HARPER'S MILL NORTHEAST, SECTION 8
CASE NUMBER: 17CP0106
LATEST PLAN DATE: 08/31/2017
DEPT. REC'D. DATE: 09/18/2017
SUBMITTAL NUMBER: THREE (KIRTLEY)
REVIEW DATE: 09/22/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
.
APPROVED PHASING PLAN REQUIRES THAT:
A. EXTENSION OF OTTERDALE RD TO BEACH RD BE COMPLETED PRIOR
TO RECORDATION OF MORE THAN 600 LOTS.
B. EXTENSION OF HARPER'S MILL PKY TO THIRSK LN BE COMPLETED
PRIOR TO RECORDATION OF MORE THAN 700 LOTS.
===========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: HARPER'S MILL NORTHEAST, SECTION 8
CASE NUMBER: 17CP0106
LATEST PLAN DATE: 11/07/2017
DEPT. REC'D. DATE: 11/09/2017
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 11/09/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
.
THE APPROVED PHASING PLAN FOR HARPER'S MILL REQUIRES THAT
THE EXTENSION OF OTTERDALE ROAD TO BEACH ROAD AND THE
INTERSECTION IMPROVEMENTS AT THE OTTERDALE ROAD/BEACH ROAD
INTERSECTION BE COMPLETED PRIOR TO THE RECORDATION OF MORE
THAN 600 LOTS.
.
THE APPROVED PHASING PLAN FOR HARPER'S MILL REQUIRES THAT
THE EXTENSION OF HARPER'S MILL PARKWAY TO THIRSK LANE BE
COMPLETED PRIOR TO THE RECORDATION OF MORE THAN 700 LOTS.
.
REVIEW DEPARTMENT: PLANNING
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : WHIT KIRTLEY / 706-7691
PLAN NAME : HARPERS MILL NORTHEAST SEC 8
PLAN NUMBER : 17CP0106
ORIGINAL PLAN DATE : 3/15/17
REVIEW DATE : 5/2/17
LATEST SUBMISSION DATE : 3/17/17
ACCEPTED DATE: 4/6/17
SUBMITTAL NUMBER :1
STATUS : CORRECTIONS REQUIRED
TABLE REVIEW : NO
.
1. INCLUDE THE CONSTRUCTION PLAN CASE NUMBER OF THE
BOTTOM RIGHT OF EACH PAGE. (17CP0106)
.
2. PROVIDE AN AUTOCAD FILE DEPICTING THE BOUNDARIES FOR
SECTION 8.
.
3. ON THE TREE CANOPY PLAN, THERE ARE AREAS WITHIN THE
OPEN SPACES THAT CAN BE USED TO CAPTURE MORE TREE CANOPY
AREAS. CONSIDER UTILIZING THESE AREAS TO ENSURE THAT THE
OVERALL TREE CANOPY FOR HARPERS MILL NORTHEAST DOES NOT
FALL BELOW 42.06 ACRES AS INDICATED ON THE OVERALL CANOPY
PLAN. BE SURE TO UPDATE THE CALCULATIONS IF THE AREA IS
UPDATED.
.
4. PROVIDE TREE PROTECTIONS TAPE FOR THE TREE CANOPY AREAS
ON THE E & S PLANS.
.
5. THE BUILDING LINES ON LOTS 2-4, & 26-27, APPEAR TO BE
PLACED WHERE THE LOT WIDTH IS 95-100 FEET. THE REQUIRED
LOT WIDTH IS 90 FEET SO, THE BUILDING LINES MAY BE MOVED
FORWARD.
.
6. THE REAR BUILDING LINES DEPICTED FOR LOTS 27-28 & 18-22 I
INCORRECT. THE REQUIRED SETBACK OFF OF THE GAS LINE IS
20 FROM THE EASEMENT OR 35 FEET FROM THE PIPELINE,
WHICHEVER IS GREATER. THE REAR SETBACK IS 25 FEET.
REVISE TO SHOW THE MORE RESTRICTIVE SETBACK FROM THE
REAR PROPERTY
LINE.
.
BE ADVISED THAT THE SETBACK FROM THE GAS PIPELINE IS FOR
PRINCIPAL AND ACCESSORY STRUCTURES. THIS INFORMATION
SHALL BE REFLECTED ON THE FINAL PLAT WITH A SYMBOL AND
NOTE ON THE IMPACTED LOTS.
.
7. UPDATE THE NOTES TO INCLUDE ZONING CASE 17SN0557.
.
.
CONDITIONS
.
.
1. SECTION 5 SHALL BE RECORDED PRIOR TO
OR IN CONJUNCTION WITH SECTION 8 TO MAINTAIN
COMPLIANCE WITH 17-76.
------------------------------------------------------------
REVIEW DEPARTMENT: PLANNING
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : WHIT KIRTLEY / 706-7691
PLAN NAME : HARPERS MILL NORTHEAST SEC 8
PLAN NUMBER : 17CP0106
ORIGINAL PLAN DATE : 3/15/17
REVIEW DATE : 8/11/17
LATEST SUBMISSION DATE : 7/13/17
ACCEPTED DATE: 4/6/17
SUBMITTAL NUMBER 2
STATUS : CORRECTIONS REQUIRED
.
.
1. PROVIDE AN AUTOCAD FILE DEPICTING THE BOUNDARIES FOR
SECTION 8.
..
2. VERIFY THE REAR SETBACK AND 20 FOOT GAS EASEMENT
SETBACK ON LOTS 18-23.
.
3. UPDATE THE NOTES TO INCLUDE ZONING CASE 17SN0557.
.
.
CONDITIONS
.
.
1. SECTION 5 SHALL BE RECORDED PRIOR TO
OR IN CONJUNCTION WITH SECTION 8 TO MAINTAIN
COMPLIANCE WITH 17-76.
.
2. THE 20 FOOT SETBACK FROM THE GAS LINE EASEMENT IS FOR
ALL STRUCTURES. A NOTE SHALL BE PLACED ON THE
RECORD PLAT INDICATING THAT ACCESSORY STRUCTURE
SHALL NOT ENCROACH INTO THE 20 FOOT GAS LINE SETBACK.
INCLUDE A SYMBOL TO SHOW EFFECTED LOTS.
------------------------------------------------------
REVIEW DEPARTMENT: PLANNING
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : WHIT KIRTLEY / 706-7691
PLAN NAME : HARPERS MILL NORTHEAST SEC 8
PLAN NUMBER : 17CP0106
ORIGINAL PLAN DATE : 3/15/17
REVIEW DATE : 10/13/17
LATEST SUBMISSION DATE : 9/13/17
ACCEPTED DATE: 9/15/17
SUBMITTAL NUMBER 2
STATUS : APPROVED
TABLE REVIEW : YES
.
CONDITIONS
.
1. SECTION 5 SHALL BE RECORDED PRIOR TO
OR IN CONJUNCTION WITH SECTION 8 TO MAINTAIN
COMPLIANCE WITH 17-76.
.
2. THE 20 FOOT SETBACK FROM THE GAS LINE EASEMENT IS FOR
ALL STRUCTURES. A NOTE SHALL BE PLACED ON THE
RECORD PLAT INDICATING THAT ACCESSORY STRUCTURE
SHALL NOT ENCROACH INTO THE 20 FOOT GAS LINE SETBACK.
INCLUDE A SYMBOL TO SHOW EFFECTED LOTS
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HARPERS MILL NORTHEAST SEC. 8
PLAN NUMBER: 17CP0106
LATEST REVISION DATE: 3/15/17
REVIEW DATE: 4/17/2017
LATEST SUBMISSION DATE: 4/10/17
SUBMITTAL NUMBER: 1ST REVIEW
STATUS: NOT APPROVED
TABLE REVIEW: NO
.
RELOCATE THE HYDRANT AT STATION 3+75 TO THE PROPETY LINE OF
LOT 1 AND 2 ON WOLFBORO ROAD.
.
RELOCATE THE HYDRANT AT THE PROPERTY LINE OF
LOT 21 AND 22 TO THE PROPERTY LINE OF LOT 23 AND
22 ON WOLFBORO ROAD.
.
ADJUST THE WATER FLOW DATA FOR THE TWO RELOCATED
HYDRANTS.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HARPERS MILL NORTHEAST SEC. 8
PLAN NUMBER: 17CP0106
LATEST REVISION DATE: 7/5/17
REVIEW DATE: 7/18/17
LATEST SUBMISSION DATE: 7/17/17
SUBMITTAL NUMBER: 2ND REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HARPERS MILL NORTHEAST SEC. 8
PLAN NUMBER: 17CP0106
LATEST REVISION DATE: 8/3/17
REVIEW DATE: 9/22/17
LATEST SUBMISSION DATE: 9/18/17
SUBMITTAL NUMBER: 3RD REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
+
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: HARPERS MILL NORTHEAST SEC. 8
PLAN NUMBER: 17CP0106
LATEST REVISION DATE: 11/7/17
REVIEW DATE: 11/9/17
SUBMITTAL NUMBER: 4TH REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
============================================================
============================================================
.
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE #: CHRIS SOLDAN (AGENT REVIEWER)/665-1095
NAME OF PLAN: HARPERS MILL NE SEC 8
SITE PLAN NO.: 17CP0106
LATEST PLAN DATE: 03/15/2017
DEPT. REC'D DATE: 04/10/2017
SUBMITTAL NUMBER: 1
REVIEW DATE: 05/01/2017
RECOMMENDATION: REVISION REQUIRED
TABLE REVIEW: NO
.
-------- GENERAL NOTES --------
.
001. AS A PREREQUISITE TO THE ISSUANCE OF A LAND
DISTURBANCE PERMIT:
.
A) 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.
.
B) FLAGGING AROUND USACOE JURISDICTIONAL WETLANDS,
BUFFERS AND SENSITIVE AREAS MUST BE VISIBLE.
.
C) DOCUMENTATION FROM THE USACOE/DEQ MUST BE RECEIVED
VERIFYING COMPLIANCE TO WETLAND PERMIT REGULATIONS.
.
D) A VSMP REGISTRATION AND FEE FORM MUST BE PROCESSED
AND/OR RECEIVED.
.
E) AS APPLICABLE, A SWPPP BOOKLET IN A 3-RING BINDER
MUST BE PROVIDED.
.
F) A COPY OF VDOT LAND USE PERMIT MUST BE RECEIVED, IF
APPLICABLE.
.
G) AN EROSION CONTROL BOND MUST BE POSTED IN AN AMOUNT
APPROVED BY THE DEPARTMENT.
.
H) TWO ADDITIONAL SETS OF CONSTRUCTION PLANS TO BE
STAMPED "APPROVED FOR CONSTRUCTION" MUST BE
RECEIVED.
.
002. AS A PREREQUISITE TO PLAN APPROVAL:
.
A) THE ENVIRONMENTAL ENGINEERING DEPARTMENT MUST HAVE
RECEIVED DOCUMENTATION THAT THE SUBDIVIDER OR
REPRESENTATIVE HAS NOTIFIED ADJACENT PROPERTY OWNERS
INCLUDING N/F BROOKS, N/F CHEN, N/F CLARK, N/F
WOYANSKY, N/F GIBELLINI, N/F DELANEY, AND ANY
ADJACENT
LOTS IN OTHER HARPERS MILL SECTIONS NOT OWNED BY THE
DEVELOPER. WHICH SHOULD BE SENT U.S. POSTAL
CERTIFIED
MAIL, RETURN RECEIPT REQUESTED. INCLUDE AN 8½ X11
COPY OF THE PROPOSED CONSTRUCTION ACTIVITY ADJACENT
TO THEIR PROPERTIES. (TENT COND 27)
.
B) THE ENVIRONMENTAL ENGINEERING DEPARTMENT MUST HAVE
RECEIVED APPROVAL OF THE ROAD AND DRAINAGE PLANS BY
PLANTATION PIPELINE IN RELATION TO ITS EASEMENTS AND
FACILITIES THEREIN. (TENT COND 26)
.
003. AS A REMINDER, A SATISFACTORY COMMITMENT FROM
PLANTATION PIPELINE REGARDING THE SUBORDINATION
OF RIGHTS AGREEMENT MUST BE PROVIDED PRIOR TO
SUBDIVISION PLAT RECORDATION.
.
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.
.
005. COVER SHEET:
.
A) INCLUDE THE VSMP PERMIT NUMBERS FOR THE TWO PREVIOUS
PERMIT CYCLES (2009-2014) & (2014-PRESENT) IN
GENERAL NOTE 7.
.
B) DELETE SENTENCE "TOTAL IMPERVIOUS AREA TO USE FOR
PRO-RATA CONTRIBUTION IS 2.47 ACRES" FROM GENERAL
NOTE 8.
.
C) REVISE TENTATIVE APPROVAL DATE TO 10/20/05
.
-------- ROAD AND DRAINAGE --------
.
006. SHEET C2.0: BOTH BENCHMARKS FOR THIS SECTION APPEAR TO
BE LOCATED IN AREAS WHICH WILL BE CLEARED DURING THE
FIRST PHASE OF CONSTRUCTION. PLEASE ENSURE THESE ARE
PROTECTED OR SET A NEW BENCHMARK NOT TO BE DISTURBED.
.
007. SHEET C3.0-3.1: IT APPEARS THAT THE NO-BUILDING-PERMIT
NBP NOTATION IS NOT NECESSARY FOR LOTS 11 OR 27 AND CAN
BE REMOVED. PLEASE REVISE ALL OTHER NBP NOTATIONS TO
INCLUDE A SUBSCRIPT AND CORRESPONDING NOTES TO CLARIFY
THE WORK REQUIRED TO RELEASE THE BUILDING PERMIT
(GRADING, SIDEYARD SWALE, SEDIMENT TRAP REMOVAL, ETC).
.
008. SHEET C3.0-3.1: IT APPEARS THAT THE MFF(FP) NOTATION IS
NOT NECESSARY FOR LOTS 4,11,13,28,& 29 AND CAN BE
REMOVED SINCE THE FLOODPLAIN DOES NOT APPEAR TO
ENCROACH WITHIN THESE LOTS.
.
009. SHEET C3.0-3.1: SHOW/LABEL THE EXISTING 10' TEMPORARY
CONSTRUCTION EASEMENTS AT THE CONNECTIONS TO BOLE HAT
ROAD (NE SEC5) AND WOLFBORO ROAD (NE SEC6).
.
010. SHEET C3.0: EXTEND THE FLOODPLAIN LIMITS TO FULLY
ENCOMPASS THE USCWSET STRUCTURES 1 AND 44.
.
011. SHEET C3.0: INCLUDE STRUCTURE EX55 IN THE STORM SEWER
DESCRIPTION TABLE SINCE IT WILL BE CONVERTED FROM A MH
TO A DI-3B.
.
012. SHEET C3.1: ADD A REAR SLOT WITH 2' CONC. GUTTER TO
STRUCTURE 34 TO INTERCEPT FLOW FROM THE SWALE AT LOT
19. REVISE STORM SEWER DESCRIPTION TABLE AS THIS
STRUCTURE IS SHOWN AS A DI-3B BUT LABELED MH-1.
.
013. SHEET C3.1: INCLUDE THE CALLOUT FOR 2' CONC. GUTTER
(E&W) AT STRUCTURE 36 IN THE STORM SEWER DESCRIPTION
TABLE.
.
014. SHEET C3.1: PE CERTIFICATION OF FPL IS ONLY NECESSARY
AT LOT 12 AS THERE ARE NO PROPOSED FILLING ACTIVITIES
ON LOTS 4,10, OR 11. REVISE NOTE 11 ACCORDINGLY.
.
015. SHEET C4.4: PLEASE ADDRESS THE DITCH AND SWALE C/L FOR
THE LOT19 SWALE AND DITCH LOTS18,19,20 PROFILES AS THEY
APPEAR TO BE SHOWN IN CUT ON PLAN VIEW BUT ARE SHOWN
ABOVE EXISTING GRADE IN THE PROFILE. THIS MAY BE A
RESULT OF THE DISCREPANCIES IN THE GRADING PLAN (SEE
COMMENT 016).
.
016. SHEET C4.4: REVISE D10 ON LOT28 SWALE TO 0.28', NOT
0.028'.
.
017. SHEET C5.0: THERE ARE MULTIPLE LOCATIONS WHERE THE
PROPOSED GRADING PLAN DOES NOT CONNECT TO THE EXISTING
CONTOURS. THIS IS MOST EVIDENT ON LOTS 15, 21, 24/25
AND THE FILL ALONG THE WOLFBORO PLACE AND COURT CUL-DE-
SACS. PLEASE ADDRESS.
.
018. SHEET C5.0: PLEASE PROVIDE ADDITIONAL GRADING ON LOT 1
TO ADDRESS CONCENTRATED FLOWPATH IN THE CENTER OF THE
LOT.
.
-------- EROSION CONTROL --------
.
019. SHEET C2.0-2.1: COORDINATE THE SYMBOL/LINETYPE FOR
DIVERSION(DV), DIVERSION DIKE (DD) AND RIGHT-OF-WAY
DIVERSION (RWD) AS THE PLAN VIEWS DO NOT APPEAR TO
MATCH THE LEGEND.
.
020. SHEET C2.0: CONSIDER REVISING DIVERSION DIKE FOR CLEAN
WATER TO THE EAST SIDE OF WOLFBORO PLACE SINCE THE ROAD
AREA WILL NEED TO BE DIVERTED TO ST2 IN PHASE 2. ADD
REMOVAL TIMING TO THE PHASE 2 NARRATIVE.
.
021. SHEET C2.1 PHASE 2 NARRATIVE:
.
A. INCLUDE STRUCTURE 36 AND P35 AS ITEMS NOT TO BE
INSTALLED UNTIL AFTER THE REMAINDER OF THE SITE HAS
BEEN STABILIZED AND ST6 HAS BEEN REMOVED.
.
B. CHECK THE PIPE LENGTHS IN NOTES 4.1-4.3 & 4.6 AS
THESE APPEAR TO BE MUCH SHORTER THAN SHOWN ON THE
PLAN VIEW. REVISE NOTE 4.3 TO BELOW STRUCTURE #46,
NOT #47.
.
C. INCLUDE ADDITIONAL DISCUSSION IN NOTE 8/9 FOR TIMING
OF ROAD PAVING AND REMOVAL OF THE TEMPORARY CULVERT.
SEE NE SEC6 FOR A SIMILAR SITUATION.
.
022. SHEET C2.3: DIVERSION STREAM CROSSING DESCRIPTION
DISCUSSES SEDIMENT TRAPS INSTEAD OF SANITARY
INSTALLATION. PLEASE ADDRESS.
.
023. SHEET C2.3: REVISE TEMPORARY SEEDING NOTE TO DORMANT
FOR "14" DAYS, NOT 30.
.
024. SHEET C5.4: MS-19 TABLE:
.
A. REVISE SEC EX45 AND EX51 TO SITUATION D AS THEY ARE
BOTH PIPE SYSTEMS.
.
B. REVISE SEC 44B AND 1B TO SITUATION B AS THEY ARE
BOTH NATURAL CHANNELS WITH ADEQUATE CAPACITY.
.
C. REVISE SEC 44A AND 1A TO SITUATION E. A FORMAL
WRITTEN VARIANCE REQUEST MUST BE SUBMITTED TO AND
APPROVED BY EE.
.
-------- STORMWATER COMPUTATIONS --------
.
025. SHEET C5.2: REVISE C FACTOR CALLOUT FOR MS-19 1B TO
0.48 TO MATCH THE VALUE USED IN THE CALCULATIONS.
.
026. SHEET C5.4: PROVIDE THE POST D10/V10 FOR MS-19 SEC54
SECTION TO MATCH THE MS-19 CALCULATIONS SPREADSHEET.
.
027. SHEET C7.0-7.1: PROVIDE HGL ANALYSIS THROUGH EX31 OF NE
SEC6 TO CONFIRM FLOWS ARE CONTAINED IN THE SYSTEM.
WHILE THE APPROVED DOWNSTREAM SYSTEM WAS SIZED FOR SEC8
FLOWS THE APPROVED HGL ANALYSIS IN NE SEC6 PLANS
COMPUTED WATER SURFACE ELEVATIONS WITH FLOWS FROM SEC8
UNDER EXISTING CONDITIONS(C=0.25).
.
028. MS-19 SPREADSHEET:
.
A. THE TC FOR SEC54 AND SEC44B DO NOT MATCH THE VALUES
SHOWN ON C5.1. THE VALUES ON C5.1 APPEAR TO BE
CORRECT AND CORRESPOND WITH FPL E-E AND FPL C-C
RESPECTIVELY. PLEASE ADDRESS.
.
B. THE Q2/Q10 VALUES FOR EX51 ARE MISSING AND THE Q2/10
FOR SEC54 & SEC44B DO NOT MATCH THE VALUES ON C5.4
(WHICH APPEAR TO BE CORRECT). PLEASE ADDRESS.
.
029. FLOODPLAIN SPREADSHEET: THE 100YR WSE FOR C-C DOES NOT
MATCH THE ELEV ON C5.5 (WHICH APPEAR TO BE CORRECT).
PLEASE ADDRESS.
.
030. RATIONAL SPREADSHEET: THE ?TC COLUMN APPEARS TO BE
CALCULATED INCORRECTLY. THE INLET TIMES ON SHEET C7.0
APPEAR TO BE CORRECT. PLEASE ADDRESS.
.
031. DITCH WORKSHEETS: THE SLOPES ON DITCH LOT18, DITCH
LOT19/20, SWALE LOT 19, AND SWALE LOT23 DO NOT APPEAR
TO MATCH THE VALUES SHOWN ON THE PROFILES ON C4.4.
PLEASE ADDRESS.
.
-------- CBPA COMPLIANCE --------
.
032. CBPA SHEET: ALTHOUGH NOT REQUESTED ON PREVIOUS
SECTIONS, PLEASE INCLUDED LIMITS OF WETLANDS AND RPAS
ON THIS SHEET.
.
033. CBPA SHEET: INCLUDE THE "0.45LB/YR" IN THE REQUIRED
REMOVAL LINE OF THE CBPA/MS-4 TABLE.
.
034. CBPA SHEET: PLEASE REVISE THE CBPA CALCS TABLE TO ONLY
INCLUDE APPROVED SECTIONS OF HARPERS MILL AND SECTION
8. PLEASE REMOVE ALL OTHER PROPOSED SECTIONS WHICH ARE
STILL UNDER REVIEW HAVE NOT YET RECEIVED FINAL PLAN
APPROVAL.
.
---- END OF ENV. ENG. COMMENTS ----
.
============================================================
============================================================
============================================================
============================================================
.
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE #: CHRIS SOLDAN (AGENT REVIEWER)/665-1095
NAME OF PLAN: HARPERS MILL NE SEC 8
SITE PLAN NO.: 17CP0106
LATEST PLAN DATE: 07/05/2017
DEPT. REC'D DATE: 07/14/2017
SUBMITTAL NUMBER: 2
REVIEW DATE: 08/03/2017
RECOMMENDATION: REVISION REQUIRED
TABLE REVIEW: NO
.
-------- GENERAL NOTES --------
.
001. AS A PREREQUISITE TO THE ISSUANCE OF A LAND
DISTURBANCE PERMIT:
.
A) 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.
.
3. ALL STORM SEWER AND INLETS
.
THE FILE MUST BE APPROVED BY ENVIRONMENTAL
ENGINEERING PRIOR TO ISSUANCE OF THE LAND
DISTURBANCE PERMIT.
.
B) FLAGGING AROUND USACOE JURISDICTIONAL WETLANDS,
BUFFERS AND SENSITIVE AREAS MUST BE VISIBLE.
.
C) DOCUMENTATION FROM THE USACOE/DEQ MUST BE RECEIVED
VERIFYING COMPLIANCE TO WETLAND PERMIT REGULATIONS.
.
D) A VSMP REGISTRATION AND FEE FORM MUST BE PROCESSED
AND/OR RECEIVED.
.
E) AS APPLICABLE, A SWPPP BOOKLET IN A 3-RING BINDER
MUST BE PROVIDED.
.
F) A COPY OF VDOT LAND USE PERMIT MUST BE RECEIVED, IF
APPLICABLE.
.
G) AN EROSION CONTROL BOND MUST BE POSTED IN AN AMOUNT
APPROVED BY THE DEPARTMENT.
.
H) THREE ADDITIONAL SETS OF CONSTRUCTION PLANS TO BE
STAMPED "APPROVED FOR CONSTRUCTION" MUST BE
RECEIVED.
.
002. AS A PREREQUISITE TO PLAN APPROVAL:
.
A) THE ENVIRONMENTAL ENGINEERING DEPARTMENT MUST HAVE
RECEIVED DOCUMENTATION THAT THE SUBDIVIDER OR
REPRESENTATIVE HAS NOTIFIED ADJACENT PROPERTY OWNERS
INCLUDING N/F BROOKS, N/F CHEN, N/F CLARK, N/F
WOYANSKY, N/F GIBELLINI, N/F DELANEY, AND ANY
ADJACENT
LOTS IN OTHER HARPERS MILL SECTIONS NOT OWNED BY THE
DEVELOPER. WHICH SHOULD BE SENT U.S. POSTAL
CERTIFIED
MAIL, RETURN RECEIPT REQUESTED. INCLUDE AN 8½ X11
COPY OF THE PROPOSED CONSTRUCTION ACTIVITY ADJACENT
TO THEIR PROPERTIES. (TENT COND 27)
.
.
003. AS A REMINDER, A SATISFACTORY COMMITMENT FROM
PLANTATION PIPELINE REGARDING THE SUBORDINATION
OF RIGHTS AGREEMENT MUST BE PROVIDED PRIOR TO
SUBDIVISION PLAT RECORDATION.
.
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.
.
-------- ROAD AND DRAINAGE --------
.
005. SHEET C2.0: PLEASE ADJUST THE TREE PROTECTION BOUNDARY
TO ENSURE THE BENCHMARK IS NOT DISTURBED BY CLEARING.
.
-------- EROSION CONTROL --------
.
006. SHEET C2.1 PHASE 2 SEQUENCE OF CONSTRUCTION:
.
A. REVISE NOTE 4.2 TO "STRUCTURE #EX47 - INSTALL FIRST
40 LF OF STORM SEWER PIPE BELOW STR #4 THEN
CONSTRUCT A TEMPORARY DIVERSION DITCH TO ST #2."
.
B. REVISE NOTE 4.3 TO "STRUCTURE #44 - INSTALL FIRST 85
LF OF STORM SEWER PIPE BELOW STR #46 THEN CONSTRUCT
A TEMPORARY DIVERSION DITCH TO ST #3."
.
C. STRUCTURE #18 AND THE PIPE CONNECTING IT TO
STRUCTURE #10 HAS BEEN REMOVED. REVISE NOTE 4.4
ACCORDINGLY.
.
007. SHEET C2.1: REVISE DRAINAGE AREAS TO ST2 AND ST4. SINCE
STRUCTURES 18 & 20 WERE DELETED FROM WOLFBORO ROAD, THE
DRAINAGE BREAK AT STA 17+00 SHOULD BE UPDATED. REVISE
ST CALCS ACCORDINGLY.
.
008. SHEET C5.4: MS-19 TABLE: AS PREVIOUSLY REQUESTED,
REVISE SEC EX45 AND EX51 TO SITUATION D AS THEY ARE
BOTH PIPE SYSTEMS.
.
-------- STORMWATER COMPUTATIONS --------
.
009. MS-19 SPREADSHEET:
.
A. AS PREVIOUSLY REQUESTED, PLEASE RESOLVE
DISCREPANCIES BETWEEN THE TC FOR SEC54 LISTED IN THE
MS-19 SPREADSHEET, SHEET C5.1, AND FPL CALCS. PLEASE
DOUBLE CHECK TCS FOR ALL OTHER SECTIONS TO ENSURE
AGREEMENT.
.
B. PLEASE RESOLVE DISCREPANCIES BETWEEN THE MS-19
SPREADSHEET AND THE VALUES ON C5.4. DISCREPANCIES
INCLUDE: SEC44B 2-YR WSE, D2, D10; SEC51 Q10; SEC45
Q10. PLEASE DOUBLE CHECK VALUES FOR ALL OTHER
SECTIONS TO ENSURE AGREEMENT.
.
010. RATIONAL SPREADSHEET: PLEASE SUBMIT UPDATED RATIONAL
SPREADSHEET FOR REVIEW. (SEE PREVIOUS COMMENT 030
REGARDING TIME OF CONCENTRATION).
.
011. DITCH WORKSHEETS: PLEASE SUBMIT UPDATED DITCH
WORKSHEETS FOR REVIEW. (SEE PREVIOUS COMMENT 031
REGARDING SLOPES).
.
-------- CBPA COMPLIANCE --------
.
012. CBPA SHEET: REMOVE "CURRENT SECTION" HATCHING FROM ALL
SECTIONS OTHER THAN HARPERS MILL NORTHEAST SECTION 8.
THIS APPEARS TO APPLY TO SOUTH 2 AND HARPER'S MILL
PARKWAY EXTENSION.
.
---- END OF ENV. ENG. COMMENTS ----
.
============================================================
============================================================
============================================================
============================================================
.
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE #: CHRIS SOLDAN (AGENT REVIEWER)/665-1095
NAME OF PLAN: HARPERS MILL NE SEC 8
SITE PLAN NO.: 17CP0106
LATEST PLAN DATE: 08/31/2017
DEPT. REC'D DATE: 09/15/2017
SUBMITTAL NUMBER: 3
REVIEW DATE: 10/10/2017
RECOMMENDATION: REVISION REQUIRED
TABLE REVIEW: NO
.
-------- GENERAL NOTES --------
.
001. AS A PREREQUISITE TO THE ISSUANCE OF A LAND
DISTURBANCE PERMIT:
.
A) 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.
.
3. ALL STORM SEWER AND INLETS
.
THE FILE MUST BE APPROVED BY ENVIRONMENTAL
ENGINEERING PRIOR TO ISSUANCE OF THE LAND
DISTURBANCE PERMIT.
.
B) FLAGGING AROUND USACOE JURISDICTIONAL WETLANDS,
BUFFERS AND SENSITIVE AREAS MUST BE VISIBLE.
.
C) DOCUMENTATION FROM THE USACOE/DEQ MUST BE RECEIVED
VERIFYING COMPLIANCE TO WETLAND PERMIT REGULATIONS.
.
D) A VSMP REGISTRATION AND FEE FORM MUST BE PROCESSED
AND/OR RECEIVED.
.
E) AS APPLICABLE, A SWPPP BOOKLET IN A 3-RING BINDER
MUST BE PROVIDED.
.
F) A COPY OF VDOT LAND USE PERMIT MUST BE RECEIVED, IF
APPLICABLE.
.
G) AN EROSION CONTROL BOND MUST BE POSTED IN THE AMOUNT
OF $66,061.
.
H) THREE ADDITIONAL SETS OF CONSTRUCTION PLANS TO BE
STAMPED "APPROVED FOR CONSTRUCTION" MUST BE
RECEIVED. ONE COPY SHALL BE 11X17.
.
002. AS A PREREQUISITE TO PLAN APPROVAL:
.
A) THE ENVIRONMENTAL ENGINEERING DEPARTMENT MUST HAVE
RECEIVED DOCUMENTATION THAT THE SUBDIVIDER OR
REPRESENTATIVE HAS NOTIFIED ADJACENT PROPERTY OWNERS
OR ANY ADJACENT LOTS IN OTHER HARPERS MILL SECTIONS
NOT OWNED BY THE DEVELOPER. WHICH SHOULD BE SENT
U.S.
POSTAL CERTIFIED MAIL, RETURN RECEIPT REQUESTED.
INCLUDE AN 8½ X11 COPY OF THE PROPOSED CONSTRUCTION
ACTIVITY ADJACENT TO THEIR PROPERTIES. (TENT COND
27)
LETTERS WHICH ARE RETURNED UNCLAIMED SHALL BE SENT A
SECOND MAILING BY FIRST CLASS US MAIL WITH A WRITTEN
STATEMENT TO EE CONFIRMING MAILING.
.
003. AS A REMINDER, A SATISFACTORY COMMITMENT FROM
PLANTATION PIPELINE REGARDING THE SUBORDINATION
OF RIGHTS AGREEMENT MUST BE PROVIDED PRIOR TO
SUBDIVISION PLAT RECORDATION.
.
004. AS A PREREQUISITE TO PLAT RECORDATION, A PRO-RATA
PAYMENT MUST BE RECEIVED IN AN AMOUNT APPROVED BY EE.
.
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 --------
.
006. SHEETS C4.0-4.4: PLEASE CORRECT THE DITCH WIDTHS FROM
10' TO 6' ON THE CIRCULAR LABELS. THIS APPEARS TO APPLY
FOR ALL 3:1 SIDE SLOPE DITCHES.
.
06A. PLEASE LABEL THE TYPICAL SECTION AND TITLE IN THE
LOT 19 PROFILE AS SWALE AND SPECIFY 5:1 SIDE SLOPES.
.
.
-------- EROSION CONTROL --------
.
007. SHEET C5.4: THE ADEQUACY SITUATION FOR SECTIONS 1A 1B,
44A, AND 44B WERE CHANGED FROM E/B TO SITUATION H.
PLEASE REVISE BACK TO SITUATIONS SHOWN IN PREVIOUS
SUBMITTAL. OTHERWISE NEW WRITTEN VARIANCE REQUESTS MUST
BE SUBMITTED FOR SITUATION H.
.
-------- STORMWATER COMPUTATIONS --------
.
008. MS-19 SPREADSHEET: AS PREVIOUSLY REQUESTED, PLEASE
RESOLVE DISCREPANCIES BETWEEN THE MS-19 SPREADSHEET AND
THE VALUES ON C5.4. DISCREPANCIES INCLUDE: SEC1A Q2 &
Q10; SEC51 Q10; SEC45 D10; SEC54 Q10; SEC55 D2. PLEASE
DOUBLE CHECK VALUES FOR ALL OTHER SECTIONS TO ENSURE
AGREEMENT.
.
009. RATIONAL SPREADSHEET: AS PREVIOUSLY REQUESTED PLEASE
SUBMIT UPDATED RATIONAL SPREADSHEET FOR REVIEW. THIS
WAS NOT INCLUDED IN THE RESUBMITTAL.
.
010. DITCH SPREADSHEET: RESOLVE DISCREPANCIES BETWEEN THE
DEPTHS SHOWN ON C4.4 AND THE CALCULATIONS WORKSHEET.
DISCREPANCIES INCLUDE LOT 18 DITCH D10; LOT 19 DITCH
D10; LOT 23 SWALE D10; AND LOT 28 SWALE Q10 (TYPO).
.
011. SHEET C7.1: 100-YR HGL - THE REVISED CALCULATIONS
INDICATE OVERTOPPING AT STRUCTURE EX35 LOCATED IN HM
NE6. THE FLOWS SHOULD BE MAINTAINED IN THE STORM SEWER
OR IN A DRAINAGE EASEMENT TO AN ADEQUATE OUTFALL. THESE
FLOWS WOULD ENTER THE ADJACENT PROPERTY. FURTHER
DISCUSSION IS RECOMMENDED.
.
---- END OF ENV. ENG. COMMENTS ----
.
============================================================
============================================================
============================================================
============================================================
.
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE #: CHRIS SOLDAN (AGENT REVIEWER)/665-1095
NAME OF PLAN: HARPERS MILL NE SEC 8
SITE PLAN NO.: 17CP0106
LATEST PLAN DATE: 11/07/2017
DEPT. REC'D DATE: 11/09/2017
SUBMITTAL NUMBER: 4
REVIEW DATE: 11/09/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: N/A
.
-------- GENERAL NOTES --------
.
001. AS A PREREQUISITE TO THE ISSUANCE OF A LAND
DISTURBANCE PERMIT:
.
A) 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.
.
3. ALL STORM SEWER AND INLETS
.
THE FILE MUST BE APPROVED BY ENVIRONMENTAL
ENGINEERING PRIOR TO ISSUANCE OF THE LAND
DISTURBANCE PERMIT. .
.
B) FLAGGING AROUND USACOE JURISDICTIONAL WETLANDS,
BUFFERS AND SENSITIVE AREAS MUST BE VISIBLE.
.
C) DOCUMENTATION FROM THE USACOE/DEQ MUST BE RECEIVED
VERIFYING COMPLIANCE TO WETLAND PERMIT REGULATIONS.
.
D) A VSMP REGISTRATION AND FEE FORM MUST BE PROCESSED
AND/OR RECEIVED.
.
E) AS APPLICABLE, A SWPPP BOOKLET IN A 3-RING BINDER
MUST BE PROVIDED. .
.
F) A COPY OF VDOT LAND USE PERMIT MUST BE RECEIVED, IF
APPLICABLE.
.
G) AN EROSION CONTROL BOND MUST BE POSTED IN THE AMOUNT
OF $66,061.
.
002. AS A REMINDER, A SATISFACTORY COMMITMENT FROM
PLANTATION PIPELINE REGARDING THE SUBORDINATION
OF RIGHTS AGREEMENT MUST BE PROVIDED PRIOR TO
SUBDIVISION PLAT RECORDATION.
. .
003. AS A PREREQUISITE TO PLAT RECORDATION, A PRO-RATA
PAYMENT MUST BE RECEIVED IN AN AMOUNT APPROVED BY EE.
.
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.
.
-------- ROAD AND DRAINAGE --------
. .
-------- EROSION CONTROL --------
.
-------- STORMWATER COMPUTATIONS --------
.
---- END OF ENV. ENG. COMMENTS ----
.
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