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Subdivision Review Comments
All Subdivision Review Comments for Case # 18CP0002




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

For Tentative Subdivision resubmittals:

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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: 18CP0002 STATUS: PENDING APPROVAL
PROJECT NAME: VALHALLA AT MAG GREE - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: CONSTRUCTION PLAN
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 00 07/07/17 08/04/17 COMPLETE 08/02/17 GT 706-2061
FIRE DEPT.--: 00 07/07/17 08/04/17 COMPLETE 07/13/17 AWB 717-6167
PLANNING----: 00 07/07/17 08/04/17 ******** ********
TRANSPORT.--: 00 07/07/17 08/04/17 COMPLETE 08/03/17 SES 751-4912
UTIL.PLAN.--: 00 07/07/17 08/04/17 ******** ********
UTILITIES---: 00 07/07/17 08/04/17 COMPLETE 08/07/17 A U
UTIL.R.O.W.-: 00 07/07/17 08/04/17 ******** ********
VDOT--------: 00 07/07/17 08/04/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANNE URENDA, P.E./(804)748-1343
NAME OF PLAN : VALHALLA AT MAGNOLIA GREEN - SECTION 1
ADDRESS : MAGNOLIA GREEN PARKWAY AND DESERT CANDLE
SUBMISSION DATE : 7/7/17
PLAN DATED : 6/22/17
REVIEW DATE : 8/4/17
SITE PLAN NO. : 18CP0002
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
COUNTY PROJECT NUMBER 17-0143 SHALL BE PLACED ON THE
LOWER RIGHT HAND CORNER OF EACH SHEET.
ON THE SHEET LAYOUT MAP, CORRECT THE ORIENTATION OF THE
NORTH ARROW
ON THE SHEET LIST TABLE, MAKE SURE THE SHEET NUMBERS ARE
IN THE CORRECT ORDER.
ON SHEET C1.1, CORRECT THE COUNTY PROJECT NUMBER FOR THE
EXISTING 15" SANITARY SEWER TO THE EAST OF THE SUBDIVISION.
IT SHOULD BE 16-0134.
ON SHEET C3.1, SHOW A MINIMUM OF ONE BENCHMARK.
SHOW THE LOCATION OF THE REQUIRED WATERLINE "JUMPER".
THE JUMPER MUST CONFORM TO DETAIL WAT-6.
THE STREET TREES ARE SHOWN ABOVE THE WATER METER BOXES.
AN 8-FOOT SEPARATION IS REQUIRED BETWEEN TREES AND WATER MET
ERS OR SEWER CLEANOUTS.
LABEL THE EXISTING SEWER EASEMENT TO WHICH THE PROPOSED
SANITARY SEWER IS CONNECTING (DB 11359 PG 980).
WATERLINE STUBS FOR FUTURE SECTIONS SHOULD EXTEND PAST
THE EDGE OF PAVEMENT WITH A MINIMUM OF ONE FULL LENGTH OF
PIPE. WATERLINE STUBS SHOULD BE IN AN EASEMENT IF THEY
EXTEND PAST THE BOUNDARY OF THE SECTION.
CONSIDER EXTENDING THE SANITARY SEWER IN MARYMERE COURT
SO THAT IT CONNECTS TO SANITARY SEWER IN DESERT CANDLE
DRIVE NEAR STATION 22+50 RATHER THAN THROUGH AN EASEMENT
THAT CROSSES THE BMP 2 EASEMENT.
CALCULATE THE REQUIRED LENGTH OF RESTRAINT FOR ALL
WATERLINE VERTICAL AND HORIZONTAL FITTINGS, REDUCERS, AND
WATERLINE VERTICAL AND HORIZONTAL FITTINGS, REDUCERS, AND
DEAD-ENDS. PROVIDE PIPE RESTRAINT CALCULATIONS FOR ALL
RESTRAINED PIPE FITTINGS AND SHOW CALCULATED DISTANCES ON
THE PROFILES. CALCULATIONS SHOULD USE A TEST PRESSURE OF
150 PSI AND A SAFETY FACTOR OF 1.5. NOTE THAT ALL
WATERLINE PIPE INSTALLED IN FILL NEEDS TO BE RESTRAINED.
ON THE DESERT CANDLE WAY PROFILE, THE MINIMUM ALLOWABLE
VERTICAL PIPE DEFLECTION IS NOT MET WHERE THE WATERLINE
CROSSES UNDER BOTH STORM CULVERTS. PIPE FITTINGS WILL BE
NEEDED AT THESE LOCATIONS TO LOWER THE PIPE. NEAR STATION
10+50 WHERE THE PROPOSED WATERLINE IS CONNECTED TO THE
EXISTING WATERLINE, IT MAY BE POSSIBLE TO ROTATE THE
PROPOSED 45-DEGREE BENDS TO LOWER THE WATERLINE.
*
ON THE DESERT CANDLE DRIVE PROFILE, THE STORM SEWER
CONFLICTS WITH SEWER LATERAL CONNECTIONS BETWEEN STATIONS
22+25 TO 23+50. THE SANITARY SEWER WILL NEED TO BE LOWERED
BACK TO MH7 TO AVOID THE SEWER CONNECTION CONFLICTS.
ON THE MARYMERE COURT PROFILE, THE MINIMUM ALLOWABLE
VERTICAL PIPE DEFLECTION IS NOT MET WHERE THE WATERLINE
CROSSES UNDER THE STORM CULVERT. SMOOTH OUT THE PROFILE TO
REFLECT THE MINIMUM ALLOWABLE PIPE DEFLECTION.
ADD A NOTE TO THE PROFILES INDICATING ALL MH RIMS ALONG
THE OFFSITE SANITARY SEWER MUST BE INSTALLED AT 12" ABOVE
GRADE
ON THE OFFSITE SANITARY SEWER PROFILE, SHOW THE
ELEVATION OF THE 100-YEAR FLOODPLAIN AND LIMITS OF
WETLANDS. NOTE THAT THE TOP OF THE MANHOLE SHOULD BE
6" ABOVE THE FLOODPLAIN ELEVATION. ALSO SHOW CLAY DAMS
WHERE THE SANITARY SEWER CROSSES UNDER WATERS OF THE U.S.
THE SANITARY SEWER BETWEEN MANHOLES 3 AND 4 WILL BE
CROSSING UNDER A RETAINING WALL. A LICENSE AGREEMENT WILL
NEED TO BE OBTAINED.
*
18. PROVIDE A MINIMUM COVER OF 3.5 FEET OVER THE SEWER
BETWEEN MANHOLES 3 AND 4.
ON THE PROFILE WHICH SHOWS THE PROPOSED SANITARY SEWER
CONNECTING TO THE EXISTING SANITARY SEWER, CHANGE THE SLOPE
OF THE EXISTING 16" DUCTILE IRON TO 1.00%.
ON SHEET C8.3, CONSOLIDATE THE UTILITY NOTES. THE
FIRST FIVE NOTES OF THE UTILITY GENERAL NOTES ARE INCLUDED
IN THE CHESTERFIELD WATER AND SEWER NOTES.
*
ON NOTE 6 OF THE CHESTERFIELD WATER AND SEWER NOTES,
STATE THAT THE SEWER PIPE SHALL BE PVC UNLESS OTHERWISE
NOTED.
ON NOTE 15 OF THE CHESTERFIELD WATER AND SEWER NOTES,
THE OPTIMUM MOISTURE SHOULD BE +/- 2%.
UPDATE THE MATERIAL QUANTITIES ON THE COVER SHEET TO
REFLECT ANY CHANGES MADE TO PLANS.
*
24. PLEASE REQUEST A NEW START POINT FLOW TEST. SINCE THE
WATERLINE WILL NOT BE CONNECTED AT 2 POINTS UNTIL SECTION 2
IS CONSTRUCTED, THE MODEL MUST BE RUN AGAIN TO DETERMINE IF
A FIREFLOW OF 1000 GPM CAN BE ACHIEVED THROUGH A SINGLE
FEED. PLEASE CONTACT TERRY MAPLES AT 804-751-4435 FOR MORE
INFORMATION.
IS ANY IRRIGATION PROPOSED FOR THE SUBDIVISION? IF SO,
PLEASE SHOW THE LOCATION OF THE IRRIGATION METER AND SUBMIT
A HARD COPY OR ELECTRONIC COPY OF THE METER SIZING FORM
WITH THE NEXT SUBMISSION. FORM SHOULD INCLUDE A SIGNATURE
PRIOR TO RELEASE OF THE PROJECT 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 THE
UTILITIES DEPARTMENT. IN ADDITION, ALL EASEMENTS NOT
INCLUDED WITH THE SUBDIVISION PLAT MUST BE DEDICATED WITH A
SEPARATE PLAT AND AGREEMENT TO THE COUNTY BEFORE THE
PROJECT CAN BE RELEASED.
THE OWNER SHALL BE 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 THESE
DOCUMENTS TO THE ATTENTION OF ANNE URENDA
(URENDAA@CHESTERFIELD.GOV). 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.
*
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
FOUND ON THE "DEVELOPER'S CHECKLIST". PLEASE SEND THESE
DOCUMENTS TO THE ATTENTION OF ANNE URENDA
(URENDAA@CHESTERFIELD.GOV). 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.
*
28. PROVIDE ONE SET OF PLANS TO UTILITIES FOR NEXT
SUBMITTAL.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: VALHALLA AT MAGNOLIA GREEN, SECTION 1
CASE NUMBER: 18CP0002
LATEST PLAN DATE: 06/22/2017
DEPT. REC'D. DATE: 07/11/2017
SUBMITTAL NUMBER: ONE
REVIEW DATE: 08/03/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
.
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: VALHALLA AT MAGNOLIA GREEN
SECTION 1
PLAN NUMBER: 18CP0002
LATEST PLAN DATE: 6/22/17
DEPT. REC'D. DATE: 7/12/17
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 7/13/17
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
COMMENTS:
1. PLACE A HYDRANT AT THE INTERSECTION OF DESERT
CANDLE WAY AND DESERT CANDLE DRIVE NEAR LOT 1.
============================================================
============================================================
.
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : GUOPING TANG / 796-7103
NAME OF PLAN : VALHALLA @ MAGNOLIA GREEN - SECTION 1
SITE PLAN NO. : 18CP0002
LATEST PLAN DATE : 06/22/17
DEPT. REC'D DATE : 06/23/17
SUBMITTAL NUMBER : 1
REVIEW DATE : 08/02/17
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 SHOW THE INGRESS/EGRESS EASEMENT WITH DB-PG, THE
EXISTING PAVED ROAD IN THE VICINITY OF BMP3, AND
RESOLVE RELATED ISSUES WITH PLANNING.
.
004. THREE RETAINING WALLS (WITH HEIGHT UP TO 14.3') ARE
LOCATED CLOSE TO THE RIGHT OF WAY. PLEASE OBTAIN A
WRITTEN CONFIRMATION FROM VDOT REGARDING POTENTIAL
FUTURE ACCEPTANCE ISSUES.
.
005. THE PROPOSED FILL EAST OF LOT 23 SPREADS OUT OF THE
SECTION LIMIT (SHEET C4.0). PLEASE SPECIFY TEMPORARY
CONSTRUCTION EASEMENT OR PROVIDE A WRITTEN
ACKNOWLEDGEMENT OF ACTIVITY FROM WOOLRIDGE ROAD -
MOSELEY LP.
.
006. THE DRAINAGE AREA FOR CULVERT C(3) IS REDUCED FROM
34.03 AC TO 19.63 AC, AND THE 100 Y BACKWATER IS
DECREASED FROM 258.8' TO 257.25'. THE 34.03 - 19.63 =
14.4 AC DRAINS TO CULVERT C(2), WHICH IS EXPECTED TO
INCREASE THE 100 Y BACKWATER (262.94), AND CONTRIBUTE
TO FLOW IN CULVERT C(3). PLEASE ESTABLISH 100 YEAR
BACKWATER LEVEL CONSIDERING A COMBINATION OF BOTH
CULVERTS, AND PROVIDE CALCULATIONS.
.
007. PLEASE EXTEND THE 100 YEAR FLOODPLAIN WEST TO THE
PROPERTY LIMIT (E.G., SHEETS C4.1), AND UPDATE
APPLICABLE SHEETS.
008. PLEASE REMOVE THE REDUNDANT 100 YEAR FLOODPLAIN LIMIT
BELOW THE OUT OUTLETS OF THE TWO BMPS (FOR EXAMPLE
ON SHEETS C2.1, C3.0, C3.1, C3.2, , I.E., TIE THE
LIMIT AROUND THE OUTLET PROTECTION).
.
009. AS DISCUSSED ON THE PHONE, PLEASE ADJUST GRADING FOR
BMP3 TO SHIFT THE VEGETATIVE PERIMETER YARD SETBACK
LIMIT TO BE WITHIN THE SECTION LIMIT (E.G., SHEET C7.2)
UPDATE APPLICABLE SHEETS.
.
010. ON SHEET C1.0, PLEASE
A) SHOW ORIGINAL AND CURRENT VSMP PERMIT NUMBER:
VAR10-12-100799 AND VAR105112,
.
B) ADD TENTATIVE CONDITION #11, AND
.
C) SHOW TOTAL DISTURBED ACREAGE (8.25 AC?).
.
011. PLEASE SHOWN AT LEAST 1 BENCHMARK WITH ELEVATION
REFERENCED TO MEAN SEA LEVEL WITHIN THE LIMITS OF
THIS SECTION.
.
-------- EROSION CONTROL ----------
.
012. PLEASE POINT THE CG-7 LABEL LEADER WEST OF CE TO THE
CORRECT PLACE ON SHEET C2.0 AND C2.1.
.
013. PLEASE EXTEND THE CLEAN WATER DIVERSION AROUND SB3, AND
SPECIFY SOME MEASURES TO CONVERT BACK TO SHEET FLOW
BACK TO THE NATURE CHANNEL (SHEET C2.0).
.
014. PLEASE SHOW TEMPORARY SLOPE DRAIN ON SHEET C2.0 (EC
PHASE 1) FOR FLOW VIA DIVERSION DIKES INTO THE SEDIMENT
BASINS, REFERENCE SLOPE DRAINS IN PHASE 1 SEQUENCE OF
CONSTRUCTION (SHEET C2.2).
.
015. THE IP AT THE END OF MARYMERE COURT (TURNAROUND)
APPEARS REDUNDANT ON SHEET C2.1. THERE APPEARS TO HAVE
A REDUNDANT OP NOTE FOR SB2 OUTLET AS WELL.
.
016. PLEASE REMOVE OR CORRECT "BPTH" IN PHASE 1 #12 IN
SEQUENCE OF CONSTRUCTION ON SHEET C2.2.
.
017. PLEASE ADD REFERENCES TO ATKINSON AND SIMMONS
PROPERTIES IN ADJACENT OR OFFSITE AREAS IN THE EROSION
CONTROL NARRATIVE ON SHEET C2.2. NOTE THAT THE PROPOSED
PROJECT IS NOT BORDERED TO THE EAST BY THE PROPOSED
WYNSTONE PARK AT MAGNOLIA GREEN SECTION 1.
.
018. PLEASE ADD PAVED CHANNEL OUTLET (PLATE 3.18-2 IN ESC
HANDBOOK FOR OUTLET PROTECTION FROM PAVED DITCH INTO
BMP 3 ON SHEET C2.3.
.
019. FOR THE SEDIMENT BASINS, PLEASE
.
A) DOUBLE-CHECK THE RISER DIAMETER IN STEP 17, HEAD (H)
ON BARREL THROUGH EMBANKMENT IN STEP 18, AND BARREL
DIAMETER IN STEP 19 FOR BOTH SEDIMENT BASINS ON
SHEET C2.4,
.
B) PROVIDE 25 YEAR ROUTE CALCULATIONS FOR BOTH BASINS,
.
C) CORRECT SB-2 SCHEMATIC BY INCLUDING EMERGENCY
SPILLWAY CREST (C2.4 OR REMOVE IT FROM DESIGN
SHEET), AND
.
D) SHOW ELEVATIONS FOR TOP OF DAM, 25 YEAR WATER
SURFACE, EMERGENCY SPILL WAY CREST, PRINCIPAL
SPILLWAY CREST, DEWATERING ORIFICE INVERT, AND
CLEANOUT ON THE SCHEMATICS (SHEET C2.4)
.
020. PRIOR TO CONSTRUCTION PLAN APPROVAL, PLEASE PROVIDE
SIGNED NOTIFICATIONS SENT VIA CERTIFIED MAIL FROM THE
ADJACENT OWNERS
N/F ATKINSON AT 18200 HULL STREET RD,
N/F SIMMONS AT 18400 HULL STREET RD,
INCLUDE AN 8.5 X 11 COPY OF THE PLAN OF THE PROPOSED
CONSTRUCTION ACTIVITY;
.
021. PRIOR TO A LAND DISTURBANCE PERMIT ISSUANCE, PLEASE
PROVIDE
.
A) WETLANDS DOCUMENTATION FROM COE/DEQ,
.
B) VSMP REGISTRATION STATEMENT AND FEES,
.
C) A VDOT LAND USE PERMIT,
.
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
INSTALLATION OF SAFETY FENCE ALONG THE RPA;
.
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;
.
-------------- CBPA ---------------
.
022. PLEASE UPDATE THE OVERALL CBPA COMPLIANCE TABLE WHEN
THE PLAN IS READY FOR FINAL APPROVAL: E.G., PINE VALLEY
2, ASTON OAKS 1, ETC. HAVE BEEN APPROVED.
.
023. THE 51% AND 1% IMPERVIOUS FOR THE LOTS AND OPEN SPACE
APPEAR LOW. PLEASE PROVIDE CALCULATIONS (AND UPDATE IF
NECESSARY) SHEET C7.0.
.
024. THE BMP EASEMENT LIMIT ON THE EAST CORNER OF BMP 2 IS
EXTENDED ABOUT 30' BEYOND THE FENCE. PLEASE PULL THE
EASEMENT TO BE CLOSE TO THE FENCE, SHIFT THE FENCE
TOWARD THE EASEMENT, OR SPECIFY A GATE FOR FUTURE
MAINTENANCE ACCESS (SHEET C7.1)
.
025. PLEASE MOVE THE FENCE ON THE EAST SIDE OF BMP 3 CLOSE
TO THE BMP EASEMENT LIMIT (SHEET 7.2).
.
026. THE FENCE BELOW THE PLUNGING POOLS FOR BOTH BMPS CAN
HIND FLOW AND CAUSE MAINTENANCE ISSUES?
.
027. PLEASE SHOW VEHICLE SAFETY MEASURES ADJACENT TO RIGHT
OF WAY FOR BMP 2 (E.G., SHEET C7.1).
.
028. AIMP = 2.27 AC APPEARS NOT CORRECT FOR BMP3
CALCULATIONS ON SHEET C7.5, PLEASE CORRECT.
.
029. PLEASE SHOW CLAY CORE (CUTOFF TRENCH), 100 YEAR
FLOODPLAIN, WETLAND LIMITS ON BMP2 AND BMP 3 APPLICABLE
PROFILES ON SHEET C5.2.
.
030. AS A REMINDER, PRIOR TO SUBDIVISION PLAT RECORDATION, A
SWM/BMP MAINTENANCE FEE OF $100 PER LOT MUST BE
RECEIVED.
.
-------- ROAD AND DRAINAGE --------
.
031. PLEASE ADD NOTES ON SHEET C3.0 TO SPECIFY HDPE AND
REFERS TO DETAILS ON SHEET C8.2.
.
032. PLEASE ADD A NOTE STATING THAT THE HDPE ROOF DRAINAGE
SYSTEM WILL BE MAINTAINED BY HOA ON SHEET C3.0.
.
033. AS THE HDPE ROOF DRAINAGE SYSTEM WILL DRAIN TO THE
BMPS, PLEASE ENCLOSE THEM IN A DRAINAGE EASEMENT
(PRIVATE), FOR EXAMPLE, AROUND LOTS 40-42, BETWEEN LOTS
6 AND 7, AND BEHIND LOTS 19-23 ON SHEET C3.0.
.
034. AS DISCUSSED, A 3:1 REAR YARD DITCH ACROSS LOTS 1-18 IS
NOT DESIRABLE DUE TO MAINTENANCE ISSUE (SHEET C3.0).
PLEASE SPECIFY 15" HDPE WITH NYLOPLAST INLETS AT EVERY
OTHER LOT LINE, AND ENCLOSED THEM IN A DRAINAGE
EASEMENT (PRIVATE). UPDATE STORM SEWER CALCULATIONS IF
APPLICABLE. FURTHER DISCUSSION WILL BE HELPFUL.
.
035. PLEASE ADD "TEMPORARY" TO THE "VARIABLE WIDTH DRAINAGE
EASEMENT" ENCLOSING THE TEMPORARY GRASS DITCHES AND
ENERGY DISSIPATER INTO SECTION 2 ON SHEET C3.0.
.
036. PLEASE APPEND "(PRIVATE)" TO THE "16' DRAINAGE
EASEMENT" BEHIND LOTS 27-39 ON SHEET C3.0.
.
037. PLEASE ADD DRAINAGE EASEMENT (PRIVATE) FOR STR# 1-68 ON
SHEET C3.0 IF IT STAYS.
.
038. PLEASE ADD "FOR VDOT MAINTENANCE" FOR THE VARIABLE
WIDTH DRAINAGE EASEMENT ENCLOSING STR#1-64, AND
STR#2-14 ON SHEET C3.0.
.
039. IT APPEARS THAT STRUCTURES 3-1 TO 3-5 IN THE STRUCTURE
TABLES ON SHEET C3.0 ARE NO LONGER USED, REMOVE?
REFLECT CHANGES ON SHEETS C6.0 AND C6.1.
.
040. PLEASE ADJUST THE GRADING BEHIND LOTS 24-26 TO AVOID
CROSS LOT DRAINAGE (SHEET C4.0).
.
041. PLEASE SHOW THE CURB, FILL SLOPE, ETC., ON THE RIGHT OF
MARYMERE COURT PROFILE ON SHEET C5.0.
.
042. PLEASE CORRECT TITLE ON SHEET C5.1:
2-35 TO 2-33 PROFILE -> 2-35 TO 2-37 PROFILE
2-31 TO 2-29 PROFILE -> 2-33 TO 2-29 PROFILE
AND REMOVE 3-5 TO 3-1 PROFILE?
.
043. PLEASE SHOW 1-65 TO 1-69 PROFILE IF IT REMAINS.
.
044. PLEASE ADD E1-45 ROW IN HGL ANALYSIS ON SHEET C6.1, AND
START WITH 270.84 RIM ELEVATION (IN LIEU OF 275.35) FOR
E1-47 FOR 100 YEAR.
.
045. PLEASE CORRECT THE PROJECT TITLE ("PARKWAY EXT PHASE 2"
RATHER THAN "WOODRIDGE ROAD EXT PHASE 3B") IN THE
CULVERT CALCULATION SHEET ON SHEET C6.1.
.
046. PLEASE ADD LEGEND FOR HDPE PIPES ON SHEET C8.0?
.
047. PLEASE UPDATE SHEET C9.0 ACCORDINGLY.
.
048. 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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