Thanksgiving Holiday Closings... MORE

Hover here for Site Tools
Subdivision Review Comments
All Subdivision Review Comments for Case # 15TS0140




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: 15TS0140 STATUS: PENDING APPROVAL
PROJECT NAME: TAYLOR CROSSING - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: TENTATIVE SUBDIVISION
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 00 11/06/14 11/27/14 ******** ********
ENVIR.ENGR.-: 01 01/20/15 02/10/15 COMPLETE 01/26/15 LDP 748-1028
FIRE DEPT.--: 01 01/20/15 02/10/15 COMPLETE 01/26/15 GDS 706-2012
HOUSE NUMBER: 01 01/20/15 02/10/15 ******** ********
MAPPING/GIS-: 01 01/20/15 02/10/15 ******** ********
PLANNING----: 01 01/20/15 02/10/15 COMPLETE 02/16/15 GWK 706-7691
PARKS & REC.: 01 01/20/15 02/10/15 ******** ********
SCHOOL BOARD: 01 01/20/15 02/10/15 ******** ********
SOILS-------: 01 01/20/15 02/10/15 ******** ********
TRANSPORT.--: 01 01/20/15 02/10/15 COMPLETE 02/09/15 SES 751-4912
UTIL.PLAN.--: 01 01/20/15 02/10/15 AMENDED* 01/28/15 TVM 751-4435
UTILITIES---: 01 01/20/15 02/10/15 ******** ********
UTIL.R.O.W.-: 01 01/20/15 02/10/15 ******** ********
VDOT--------: 01 01/20/15 02/10/15 ******** ********
REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE # : TERRY MAPLES 751- 4435
PLAN NAME : TAYLOR CROSSING
PLAN NUMBER: 15TS0140
ORIGINAL PLAN DATE: 10/28/14
REVIEW DATE: 1/08/15
LATEST SUBMISSION DATE: 1/08/15
SUBMITTAL NUMBER: 2
STATUS: APPROVED
TABLE REVIEW:
NOTES:
1.IT WILL BE THE RESPONSIBILITY OF THE SUB DIVIDER TO
MAKE CERTAIN, BY WHATEVER MEANS NECESSARY,
(I.E., ON-SITE WATER LINE LOOPING OR OFF-SITE
WATER LINE EXTENSIONS, ETC.) THAT THE DEMANDS
GENERATED BY THE PROPOSED PROJECT DO NOT
ADVERSELY AFFECT ANY PORTION OF THE PRESSURE
ZONE THE PROJECT IS LOCATED WITHIN AND THAT
THE ADDITION OF THIS PROJECT WILL NOT CAUSE ANY
AREA WITHIN THE PRESSURE ZONE TO FAIL TO COMPLY
WITH THE CHESTERFIELD COUNTY FIRE DEPARTMENT'S
REQUIRED FIRE FLOW OF 1000 GPM AT 20 PSI
RESIDUAL. (U)
2. THIS OFFICE MAY REQUIRE REDESIGN OR MODIFICATIONS TO
THE PROPOSED SEWER LAYOUT, AS SHOWN ON THE LATEST
PRELIMINARY PLAN, ONCE THE FIELD WORK, GRADING PLAN
AND SEWER DESIGN HAS BEEN COMPLETED BY THE
ENGINEER AND SHOWN ON INITIAL CONSTRUCTION PLAN
SUBMITTAL FOR REVIEW AND APPROVAL. (U)
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: TAYLOR CROSSING
CASE NUMBER: 15TS0140
LATEST PLAN DATE: 10/28/14
DEPT. REC'D. DATE: 11/10/14
SUBMITTAL NUMBER: ONE
REVIEW DATE: 11/24/14
RECOMMENDATION: APPROVED, WITH CONDITION
TABLE REVIEW: YES
ADDITIONAL PAVEMENT SHALL BE CONSTRUCTED ALONG IRONBRIDGE
BOULEVARD AT WREXHAM GARDENS DRIVE TO PROVIDE A NORTHBOUND
RIGHT TURN LANE.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: TAYLOR CROSSING
CASE NUMBER: 15TS0140
LATEST PLAN DATE: 01/08/15
DEPT. REC'D. DATE: 01/21/15
SUBMITTAL NUMBER: TWO
REVIEW DATE: 02/09/15
RECOMMENDATION: APPROVED, WITH CONDITION
TABLE REVIEW: YES
ADDITIONAL PAVEMENT SHALL BE CONSTRUCTED ALONG IRONBRIDGE
BOULEVARD AT HICKORY GARDENS DRIVE TO PROVIDE A NORTHBOUND
RIGHT TURN LANE.
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: WHIT KIRTLEY / 706-7691
PLAN NAME: TAYLOR CROSSING
PLAN NUMBER: 15TS140
ORIGINAL PLAN DATE: 10/28/14
REVIEW DATE: 12/1/14
LATEST SUBMISSION DATE: 11/6/14
SUBMITTAL NUMBER: 1
STATUS: CORRECTIONS REQUIRED
TABLE REVIEW: NO
1. INCLUDE ZONING CASE 89SN0346 IN THE NOTES
2. LABEL THE 50 FOOT BUFFER ALONG IRONBRIDGE BOULEVARD.
3. PLACE A SYMBOL IN EACH LOT REQUIRED TO HAVE AN AREA
OF 25,000 SQUARE FEET
4. INDICATE YOUR INTENTIONS WITH THE EXISTING STRUCTURE
ON OLD ARBOR DRIVE WITH A NOTE ON THE PLAT.
5. PLACE THE PRELIMINARY PLAT CASE NUMBER 15TS0140 IN
THE LOWER RIGHT CORNER OF EACH SHEET.
6. SHOW THE PROPOSED BUILDING ENVELOPE FOR LOT 141 AND
142.
7. LABEL THE GAS EASEMENT SETBACK AND STATE WHETHER
THE SETBACK IS FROM THE EASEMENT OR PIPELINE.
8. SOME OF THE BUILDING LINES ARE SKEWED TO ACHIEVE THE
REQUIRED LOT WIDTH. CORRECT THE BUILDING LINES SO THAT
THEY ARE PERPENDICULAR TO THE ROAD FRONTAGE.
9. INCLUDE METHOD OF CBPA COMPLIANCE IN THE SITE
SUMMARY.
10. INCLUDE THE LOT DENSITY IN THE SITE SUMMARY.
11. INCLUDE ALL CONSTRUCTION RELATED PROFFERS AND ZONING
CONDITIONS ON THE PLAT
12. LABEL ALL PROPOSED OPEN SPACE AND INDICATE THE
ACREAGE FOR EACH.
13. INCLUDE THE EXISTING ZONING CLASSIFICATION FOR THE
ADJACENT SUBDIVISIONS.
14 THERE APPEARS TO BE A MISPRINT ON THE REAR LINE OF LOT
59 ON SHEET 2.
15. THE SIDEWALK SHALL BE EXTENDED ALONG LOTS 134
THROUGH 138 AND OLD ARBOR DRIVE TO THE EXTENT OF THE
SUBDIVISION. IN ADDITION, THE SIDEWALK ALONG IRONBRIDGE
BOULEVARD SHALL BE EXTENDED TO THE EXTENT OF THE
SUBDIVISION.
16. CEMETERY LOT SHALL BE PLACED IN OPEN SPACE AND
INCLUDE AN ACCESS EASEMENT. A NOTE SHALL BE PLACE ON
THE FINAL PLAT INDICATING THAT THE HOA WILL BE
CONDITIONS
1. ALL CONDITIONS AND PROFFERED CONDITIONS OF ZONING
CASE 89SN0186 SHALL APPLY TO THE LAND SHOWN WITHIN
THIS PRELIMINARY PLAT. ALL CONSTRUCTION PROFFERS SHALL BE
PLACED ON THE FINAL PLAT.
2. A NOTE SHALL BE PLACED ON THE FINAL PLAT STATING THE
CEMETERY AREA THAT IS INCLUDE THE OPEN SPACE SHALL BE
KEPT FREE OF TRASH, GARBAGE, REFUSE, AND LITTER BY THE
HOMEOWNER'S ASSOCIATION.
NOTES
1. LOTS FRONTING ON THE BULBS OF CUL-DE-SACS SHALL BE
DESIGNED SUCH THAT BUILDING LINES ARE UNIFORM AROUND
THE BULB
2. PER SEC 19-560 THE SETBACK FROM A PETROLEUM
PIPELINE SHALL BE 20 FEET FROM THE PIPELINE EASEMENT OR
35 FEET FROM THE PIPELINE, WHICHEVER IS GREATER.
3. IN CONJUCTION WITH THE FIRST SUBMITTAL OF THE FINAL
PLATS, THE SUBDIVIDER SHALL FLAG ALL BUFFERS FOR INSPECTION
BY THE PLANNING DEPARTMENT. THE BUFFERS MUST CONFORM
TO SECTION 19-520 THROUGH 19-523 OF THE ZONING
ORDINANCE. IF INSUFFICIENT VEGETATION REMAINS,
SUBDIVIDER SHALL SUBMIT A LANDSCAPE PLAN TO THE DIRECTOR
OF PLANNING TO ENSURE COMPLIANCE WITH THE CONDITION. IF
CONDITIONS ONSITE ARE NOT CONDUCIVE TO PLAN SURVIVAL, THE
SUBDIVIDER SHALL PROVIDE SURETY TO THE COUNTY IN THE
AMOUNT REQUIRED TO IMPLEMENT THE PLAN. AN ESTIMATE
FROM A LANDSCAPE CONTRACTOR SHALL SERVE AS THE BASIS FOR
THE SURETY AMOUNT.
4. A NOTE SHALL BE PLACED ON THE FINAL PLAT THAT INDICATES
THE BUFFERS ARE EXCLUSIVE OF EASEMENTS, CUT AND FILL
SLOPES AND SETBACKS. THE BUFFERS ARE TO REMAIN
UNDISTURBED AND NOT ACCESS IS PERMITTED THROUGH THEM TO
ANY ADJACENT ROADS.
5. ON THE FINAL PLAT, CLEARLY LABEL THE CEMETERY'S ACCESS
AND MAINTENANCE EASEMENT TO SHOW THAT THE EASEMENT
PROVIDES ROAD FRONTAGE ACCESS TO THE CEMETERY.
6. ON THE CONSTRUCTION PLANS, IN THE EROSION CONTROL
NARRATIVE, INSERT THE PROVISIONS FOR THE INSTALLATION OF
TREE PROTECTION FENCING OR TREE PROTECTION TAPE TO PROTECT
THE REQUIRED BUFFERS.
7. PER SECTION 19-559, A HOMEOWNERS ASSOCIATION WITH
MANDATORY MEMBERSHIP WILL BE REQUIRED. OWNERSHIP
AND MAINTENANCE RESPONSIBILITIES OF THE ASSOCIATION SHALL
BE STATED ON ALL FINAL PLATS. THE SUBDIVIDER SHALL SUBMIT
DRAFT BYLAWS AND COVENANTS OF THE ASSOCIATION WITH THE
STATE CORPORATION COMMISSION. THE SUBDIVIDER SHALL
SUBMIT ALL HOA DOCUMENTATION TO THE DIRECTOR OF
PLANNING FOR REVIEW AND APPROVAL IN ACCORDANCE WITH
19-559. THE APPROVED BYLAWS AND COVENANTS SHALL BE
RECORDED PRIOR TO OR IN CONJUNCTION WITH THE FINAL PLAT.
THE RECORDATION INFORMATION SHALL BE SHOWN ON THE FINAL
PLAT. THE SUBDIVIDER SHALL FUND THE FIRST YEAR
OPERATIONAL EXPENSES OF THE ASSOCIATION.
8. IN CONJUCTION WITH ALL APPLICABLE ROAD CONSTRUCTION,
THE SUBDIVIDER SHALL INSTALL A STANDARD BARRICADE AND
PLACE M4-6 AND M4-7 (MANUAL UNIFORM: TRAFFIC DEVICES
REFERENCE MANUAL) SIGNS ON SAID BARRICADE AT THE END OF
ALL STUB LOCATIONS. PROVIDE A DETAIL OF THE SIGNS ON THE
BARRICADE DETAIL IN THE CONSTRUCTION PLANS.
9. SECTION 19-518 (I) SHALL BE ENFORCED ON BMP
FEATURES LOCATED ON THE PROPERTY. DETAILS CONCERNING THE
REQUIRED LANDSCAPING AND ORNAMENTAL FENCING, IF FENCING
IS UTILITILIZED, SHALL BE APPROVED AS A DETAIL SHEET ON THE
CONSTRUCTION PLAN.
10. STANDARD CONDITIONS PER 17-62 OF THE SUBDIVISION
ORDINANCE.
-----------------------------------------------------------
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: WHIT KIRTLEY / 706-7691
PLAN NAME: TAYLOR CROSSING
PLAN NUMBER: 15TS140
ORIGINAL PLAN DATE: 10/28/14
REVIEW DATE: 2/12/15
LATEST SUBMISSION DATE: 1/20/15
SUBMITTAL NUMBER: 2
STATUS: CORRECTIONS REQUIRED
TABLE REVIEW: NO
1. AS PREVIOUSLY REQUESTED, SOME OF THE BUILDING LINES
ARE SKEWED TO ACHIEVE THE REQUIRED LOT WIDTH. ADJUST
THE BUILDING LINES FOR LOTS 28 AND 3.
2. INCLUDE THE ACREAGE FOR THE OPEN SPACE/CEMETERY LOT.
3. AS PREVIOUSLY REQUESTED, THE SIDEWALK SHALL BE
EXTENDED OLD ARBOR DRIVE TO THE EXTENT OF THE
SUBDIVISION. IN ADDITION, THE SIDEWALK ALONG IRONBRIDGE
BOULEVARD SHALL BE EXTENDED TO THE EXTENT OF THE
SUBDIVISION.
CONDITIONS
CONDITIONS
1. ALL CONDITIONS AND PROFFERED CONDITIONS OF ZONING
CASE 89SN0186 SHALL APPLY TO THE LAND SHOWN WITHIN
THIS PRELIMINARY PLAT. ALL CONSTRUCTION PROFFERS SHALL BE
PLACED ON THE FINAL PLAT.
2. A NOTE SHALL BE PLACED ON THE FINAL PLAT STATING THE
CEMETERY AREA THAT IS INCLUDE THE OPEN SPACE SHALL BE
KEPT FREE OF TRASH, GARBAGE, REFUSE, AND LITTER BY THE
HOMEOWNER'S ASSOCIATION.
NOTES
1. LOTS FRONTING ON THE BULBS OF CUL-DE-SACS SHALL BE
DESIGNED SUCH THAT BUILDING LINES ARE UNIFORM AROUND
THE BULB
2. PER SEC 19-560 THE SETBACK FROM A PETROLEUM
PIPELINE SHALL BE 20 FEET FROM THE PIPELINE EASEMENT OR
35 FEET FROM THE PIPELINE, WHICHEVER IS GREATER.
3. IN CONJUCTION WITH THE FIRST SUBMITTAL OF THE FINAL
PLATS, THE SUBDIVIDER SHALL FLAG ALL BUFFERS FOR INSPECTION
BY THE PLANNING DEPARTMENT. THE BUFFERS MUST CONFORM
TO SECTION 19-520 THROUGH 19-523 OF THE ZONING
ORDINANCE. IF INSUFFICIENT VEGETATION REMAINS,
SUBDIVIDER SHALL SUBMIT A LANDSCAPE PLAN TO THE DIRECTOR
OF PLANNING TO ENSURE COMPLIANCE WITH THE CONDITION. IF
CONDITIONS ONSITE ARE NOT CONDUCIVE TO PLAN SURVIVAL, THE
SUBDIVIDER SHALL PROVIDE SURETY TO THE COUNTY IN THE
AMOUNT REQUIRED TO IMPLEMENT THE PLAN. AN ESTIMATE
FROM A LANDSCAPE CONTRACTOR SHALL SERVE AS THE BASIS FOR
THE SURETY AMOUNT.
4. A NOTE SHALL BE PLACED ON THE FINAL PLAT THAT INDICATES
THE BUFFERS ARE EXCLUSIVE OF EASEMENTS, CUT AND FILL
SLOPES AND SETBACKS. THE BUFFERS ARE TO REMAIN
UNDISTURBED AND NOT ACCESS IS PERMITTED THROUGH THEM TO
ANY ADJACENT ROADS.
5. ON THE FINAL PLAT, CLEARLY LABEL THE CEMETERY'S ACCESS
AND MAINTENANCE EASEMENT TO SHOW THAT THE EASEMENT
PROVIDES ROAD FRONTAGE ACCESS TO THE CEMETERY.
6. ON THE CONSTRUCTION PLANS, IN THE EROSION CONTROL
NARRATIVE, INSERT THE PROVISIONS FOR THE INSTALLATION OF
TREE PROTECTION FENCING OR TREE PROTECTION TAPE TO PROTECT
THE REQUIRED BUFFERS.
7. PER SECTION 19-559, A HOMEOWNERS ASSOCIATION WITH
MANDATORY MEMBERSHIP WILL BE REQUIRED. OWNERSHIP
AND MAINTENANCE RESPONSIBILITIES OF THE ASSOCIATION SHALL
BE STATED ON ALL FINAL PLATS. THE SUBDIVIDER SHALL SUBMIT
DRAFT BYLAWS AND COVENANTS OF THE ASSOCIATION WITH THE
STATE CORPORATION COMMISSION. THE SUBDIVIDER SHALL
SUBMIT ALL HOA DOCUMENTATION TO THE DIRECTOR OF
PLANNING FOR REVIEW AND APPROVAL IN ACCORDANCE WITH
19-559. THE APPROVED BYLAWS AND COVENANTS SHALL BE
RECORDED PRIOR TO OR IN CONJUNCTION WITH THE FINAL PLAT.
THE RECORDATION INFORMATION SHALL BE SHOWN ON THE FINAL
PLAT. THE SUBDIVIDER SHALL FUND THE FIRST YEAR
OPERATIONAL EXPENSES OF THE ASSOCIATION.
8. IN CONJUCTION WITH ALL APPLICABLE ROAD CONSTRUCTION,
THE SUBDIVIDER SHALL INSTALL A STANDARD BARRICADE AND
PLACE M4-6 AND M4-7 (MANUAL UNIFORM: TRAFFIC DEVICES
REFERENCE MANUAL) SIGNS ON SAID BARRICADE AT THE END OF
ALL STUB LOCATIONS. PROVIDE A DETAIL OF THE SIGNS ON THE
BARRICADE DETAIL IN THE CONSTRUCTION PLANS.
9. SECTION 19-518 (I) SHALL BE ENFORCED ON BMP
FEATURES LOCATED ON THE PROPERTY. DETAILS CONCERNING THE
REQUIRED LANDSCAPING AND ORNAMENTAL FENCING, IF FENCING
IS UTILITILIZED, SHALL BE APPROVED AS A DETAIL SHEET ON THE
CONSTRUCTION PLAN.
10. STANDARD CONDITIONS PER 17-62 OF THE SUBDIVISION
ORDINANCE.
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: GREG SMITH / 706-2012
EMAIL: SMITHGD@CHESTERFIELD.GOV
NAME OF PLAN: TAYLOR CROSSING
PLAN NUMBER: 15TS0116
LATEST PLAN DATE: 10/28/14
DEPT. REC'D. DATE: 11/10/14
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 11/12/14
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
COMMENTS:
1. HYDRANT REQUIREMENTS AND LOCATIONS SHOWN ON THE
TENTATIVE PLAN MAY NOT BE ACCEPTABLE. HYDRANT(S)
REQUIRED AND THEIR LOCATION WILL BE EVALUATED AT
THE TIME OF CONSTRUCTION PLAN REVIEW.
CONDITIONS:
1. COMPLIANCE WITH 17-76 OF THE SUBDIVISION ORDINANCE
IN THE CHESTERFIELD CODE SHALL BE MAINTAINED AT ALL
TIMES.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: GREG SMITH / 706-2012
EMAIL: SMITHGD@CHESTERFIELD.GOV
NAME OF PLAN: TAYLOR CROSSING
PLAN NUMBER: 15TS0140
LATEST PLAN DATE: 01/08/15
DEPT. REC'D. DATE: 1/21/15
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 1/26/15
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
COMMENTS:
1. HYDRANT REQUIREMENTS AND LOCATIONS SHOWN ON THE
TENTATIVE PLAN MAY NOT BE ACCEPTABLE. HYDRANT(S)
REQUIRED AND THEIR LOCATION WILL BE EVALUATED AT
THE TIME OF CONSTRUCTION PLAN REVIEW.
CONDITIONS:
1. COMPLIANCE WITH 17-76 OF THE SUBDIVISION ORDINANCE
IN THE CHESTERFIELD CODE SHALL BE MAINTAINED AT ALL
TIMES.
PLAN NAME: TAYLOR CROSSING
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE: L. D. PRITCHARD, JR. / 748-1028
PLAN NUMBER: 15TS0140
ORIGINAL PLAN DATE: OCTOBER 28, 2014
PLANNER: WHIT KIRTLEY
ENGINEER: TOWNES SITE ENGINEERING
REVIEW DATE: DECEMBER 5, 2014
SUBMITTAL NUMBER: 1
STATUS: REVISIONS REQUESTED
THE ENVIRONMENTAL ENGINEERING DEPARTMENT PRESENTS THE
FOLLOWING PRELIMINARY COMMENTS AND OBSERVATIONS PERTAINING
TO THE ABOVE REFERENCED TENTATIVE PLAT DATED OCTOBER 28,
2014, RECEIVED BY THE PLANNING DEPARTMENT ON OCTOBER 28,
2014 AND RECEIVED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT ON NOVEMBER 18, 2014.
….
WITH RESPECT TO ROAD NAMES, SPOTTED OAK WAY SHOULD BE
PLACE OR COURT AND THE CUL-DE-SAC DIRECTLY ACROSS SURROUNDED
BY LOTS 148 THROUGH 154 CAN ALSO USE THE NAME SPOTTED OAK
WITH A ROAD TYPE ALSO SIGNIFYING A CUL-DE-SAC. WINGED ELM
PLACE SHOULD BE WINGED ELM DRIVE; WINGED ELM TERRACE IS
ROAD NAME DUPLICATION AND NEEDS A COMPLETELY DIFFERENT
NAME, SIGNIFYING A THRU ROAD RATHER THAN A CUL-DE-SAC. THE
CUL-DE-SAC SURROUNDED BY LOTS 66 THROUGH 71 NEEDS A ROAD
NAME. OLD ARBOR DRIVE SHOULD BE OAK ARBOR DRIVE. ARBOR
RIDGE DRIVE IN ARBOR MEADOWS SUBDIVISION SHOULD BE
CORRECTED TO READ OAK ARBOR TERRACE. THESE ROAD NAME
REVISIONS SHOULD BE REFLECTED ON SHEETS T-1 THRU T-4
….
ON SHEETS T-1, T-3 AND T-4, PLEASE ANNOTATE THE
SWM/BMP TO THE EAST OF LOT 82 AS SWM/BMP #3.
….
ON SHEET T-1, T-2, AND T-4 PLEASE LOCATE AND ANNOTATE THE
TRIPLE 27 " BY 42 " CULVERT UNDER IRON BRIDGE ROAD
DISCHARGING INTO THE PROJECT.
ON SHEET T-2 PLEASE REMOVE THE WORD "WINGED ELM
TERRACE" FROM IRON BRIDGE BOULEVARD IN THE VICINITY OF LOT
48.
….
PLEASE SHOW THE LOCATION OF THE TERMINUS OF THE EXISTING
66" REINFORCED CONCRETE PIPE STORM SEWER AS IT DISCHARGES
INTO THE REAR OF SOME OF THE PROPOSED LOTS IN THE
SUBDIVISION.
….
ALSO SHOW THE LOCATION, DIAMETER, AND DISCHARGE POINT OF
THE EXISTING STORM SEWER IN IRON BRIDGE BOULEVARD WHICH
WILL ALLOW GARDEN SPRINGS AND IRON BRIDGE BOULEVARD TO
BE TREATED BY BMP #2.
….
HAS THE R/W ACREAGE OF IRON BRIDGE BOULEVARD BEEN INCLUDED
IN THE 128.74 ACRES?
….
PLEASE DESIGNATE OPEN SPACE AS SUCH.
….
SHEET T-1 SHOULD BE ENTITLED "INDEX SHEET" AND SHOW THE
LINES REPRESENTING THE 1" = 100' PAGES OF T-2 AND T-3.
THE CONCEPTUAL LAYOUT ENTITLEMENT ON SHEETS T-2 AND T-3
SHOULD BE REVISED TO "PRELIMINARY PLAT".
….
THERE ARE TWO BMP # 1'S ON THE CBPA COMPLIANCE PLAN,
PLEASE ADDRESS.
….
ROAD NAME CORRECTION SHOULD BE MADE TO THE CBPA
COMPLIANCE PLAN AS WELL, FOR EXAMPLE OLD ARBOR DRIVE IS
ACTUALLY OAK ARBOR DRIVE, PLEASE CORRECT.
….
PLEASE IDENTIFY GARDEN SPRINGS APARTMENTS. INCLUDE ON
THE TENTATIVE A REFERENCE TO THE EXISTING REDUCED
IMPERVIOUSNESS BMP PRESENTLY OCCUPYING THE ENTIRE LAND
AREA OF TAYLOR CROSSING AND THAT THE CBPA PLAN WILL
ACCOMPLISH THE REQUIRED POLLUTANT REMOVAL FOR BOTH
PROJECTS IN ORDER FOR THERE TO BE THE AUTOMATIC VACATION OF
THE TEMPORARY REDUCED IMPERVIOUSNESS EASEMENT PRESENTLY
OCCUPYING THE LAND AREA.
….
PLEASE PROVIDE THIS OFFICE WITH A COPY OF THE TEMPORARY
REDUCED IMPERVIOUSNESS EASEMENT, ALONG WITH ITS DEED
BOOK AND PAGE NUMBER THAT PRESENTLY OCCUPIES TAYLOR
CROSSING.
….
PLEASE CLARIFY THE NATURE OF THE RECTANGLE WHICH OCCUPIES
PORTIONS OF LOT 138, 139 AND 117. IF THIS IS A
REPRESENTATION
OF HAROLD TAYLOR'S FORMER HOME, IT ALONG WITH THE ACCESS
SHOULD BE CLARIFIED AS SUCH ALONG WITH A STATEMENT
REGARDING THE INTENDED DISPOSITION OF THE HOUSE AND ITS
EXISTING ACCESS WAY CONNECTING INTO HOLLYBERRY DRIVE.
….
PLEASE IDENTIFY THE STREAM ON WHICH THE FEMA FLOODPLAIN
EXISTS AS CROOKED BRANCH.
….
TO THE FLOODPLAIN ANNOTATION PLEASE ADD THE WORDS "ZONE
AE PANEL 326" SO THAT IT IS CLEAR THAT THIS IS A DETAILED
STUDY WITH FLOODPLAIN ELEVATIONS WHICH HAVE BEEN
PROVIDED BY THE FEMA STUDY.
….
FROM THE END OF THE FEMA FLOOD STUDY, AT THE REAR OF THE
LOT 81 A NON FEMA FLOOD STUDY AND FLOODPLAIN
DETERMINATION WILL BE REQUIRED TO BE EXTENDED UP STREAM TO
THE REAR OF LOT 49 WHERE THE TRIPLE 27" X 42" CULVERT
DISCHARGES INTO THE PROPERTY.
….
JUST AS THE LETTERS "RPA" ARE EMBEDDED IN THE LINE TYPE FOR
THE RESOURCE PROTECTION AREA LIMITS, THE LETTERS "FEMA"
SHOULD BE EMBEDDED IN THE FLOODPLAIN LIMIT LINE TYPE FOR
THOSE PORTIONS OF THE FLOODPLAIN THAT ARE COVERED BY THE
FEMA STUDY. THE FEMA LINE TYPE WOULD NOT BE IN THE
FLOODPLAIN THAT GETS ESTABLISHED THROUGH THE ENGINEERING
PERFORMED AS A PART OF THE DESIGN OF SUBDIVISION. THOSE
LOTS THAT HAVE THE FEMA LINE TYPE PASSING THROUGH THEM
WILL BE REQUIRED TO HAVE ELEVATION CERTIFICATES AS A
PREREQUISITE TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
THOSE LOTS WITHOUT THE FLOODPLAIN OF FEMA LINE TYPE WILL
NOT BE SUBJECT TO THIS REQUIREMENT.
….
PLEASE ENSURE THAT THE CBPA CALCULATIONS ACCOUNT FOR ANY
AND ALL REQUIRED SIDEWALKS AND THE ADDITIONAL LANES OF
PAVEMENT REQUIRED BY VDOT ON IRON BRIDGE BOULEVARD.
THESE ISSUES HAVE NOT BEEN ENTIRELY WORKED OUT AS OF THIS
DATE, SO REVIEW OF CBPA COMPLIANCE PLANS AND
CALCULATIONS ARE SOMEWHAT ON HOLD. PLEASE CALL WHEN
READY TO MEET.
….
THE CONCEPTUAL LAYOUT OF WREXHAM TOWNHOMES APPEARS
TO PROPOSE THE PLACEMENT OF AN IN LINE BMP IN THE OPEN
SPACE BEHIND LOTS 49, 50 AND 51, WHAT IS THAT ALL ABOUT?
….
WITH RESPECT TO THE WETLANDS IN THE VICINITY OF SWM/BMP
#1, WHICH EXTENDS ACROSS WREXHAM GARDENS DRIVE AND
EXTENDS INTO LOTS 141, 142 AND 143, THE EXISTING
TOPOGRAPHIC CONTOUR ELEVATIONS APPEAR TO INDICATE HIGHER
GROUND COMPLETELY SURROUNDING THIS AREA NOT PROVIDING A
DISCERNABLE OUTFALL. PLEASE ADDRESS. ALSO, THE WETLANDS IN
LOTS 141 THROUGH 143 ARE NOT ACCEPTABLE TO BE LEFT UN
IMPACTED. ADDED TO THE WETLAND LEGEND ON THE TENTATIVE
PLAT SHOULD BE A 4TH GRAPHICAL DESIGNATION WHICH INDICATES
THOSE WETLANDS WHICH ARE INTENDED TO BE IMPACTED. THAT
GRAPHICAL DESIGNATION SHOULD BE APPLIED TO LOTS 141
THROUGH 143 AND LOT 162.
….
THE LOT DEVELOPMENT WHICH WILL OCCUR ON LOTS 102, 103,
104, 93, 92, 90 ETC… WILL INCREASE THE STORMWATER RUNOFF
PASSING THROUGH THE DEVELOPED ADJACENT LOT IN AUTUMN
OAKS SECTION D, 5910 TURKEY OAK ROAD, THEREFORE, THERE
WILL BE A CONDITION WHICH REQUIRES THE STORMWATER RUNOFF
TO BE CONVEYED INTO CROOKED BRANCH BY AN ALIGNMENT
WHICH STAYS WITHIN THE LIMITS OF TAYLOR CROSSING
SUBDIVISION. TURKEY OAK ROAD ITSELF MAY BE ABLE TO SERVE
IN SOME CAPACITY.
….
ALTHOUGH THERE IS A TEMPORARY TURNAROUND RECORDED AT THE
TERMINUS OF OAK ARBOR DRIVE IN ARBOR MEADOWS, SECTION
2, INTO WHICH THIS PROJECT CONNECTS, THE ROAD WAS BUILT AS
THOUGH IT WAS A PERMANENT CUL-DE-SAC WITH THE ROLL FACE
CURB AND GUTTER CONSTRUCTED AROUND THE CIRCUMFERENCE OF
THE EASEMENT TO A POINT WHERE THERE IS A 50' GAP IN THE
ROLL
FACE CIRCUMFERENCE WHERE THE RIGHT OF WAY FROM THIS
PROJECT WOULD TIE IN. THE ISSUE PRIMARILY AFFECTS 6507 OAK
ARBOR DRIVE, A SMALL PART OF 6501 AND 10930 OAK ARBOR
TERRACE. A CONSIDERABLE AMOUNT OF FILLING, RE GRADING AND
BITUMINOUS CONCRETE DRIVEWAY EXTENSION WILL BE INVOLVED,
ALL OF WHICH THE CONSTRUCTION PLANS SHOULD INDICATE THAT
THE
DEVELOPER IS RESPONSIBLE FOR. ALSO THERE IS THE QUESTION
OF
THE TRANSITION OF THE CG6 CURB AND GUTTER USED TODAY INTO
THE ROLL FACE CROSS SECTION IN ARBOR MEADOWS. THIS WILL
NEED TO BE COORDINATED BETWEEN ENVIRONMENTAL
ENGINEERING, VDOT, AND THE DEVELOPER FROM WHICH A
DOCUMENTED GAME PLAN WOULD BE DERIVED..
….
PLEASE CORRECTLY PORTRAY THE DRAINAGE EASEMENT RUNNING
ALONG THE REAR OF LOTS 25 THROUGH 28 IN ARBOR MEADOWS
SECTION 2 AND SHOW THE EXISTING DI IN THE DRAINAGE
EASEMENT LOCATED DOWN THE COMMON SIDE PROPERTY LINE OF
LOTS 26 AND 27. THE BACK YARDS IN THIS AREA ARE
FUNCTIONING
PROPERLY, BUT WITH THE DEVELOPMENT OF LOTS 122 THROUGH
125, SENDING INCREASED RUN OFF DOWN THE STEEP HILL INTO
THESE BACK YARDS, ADDITIONAL IMPROVEMENTS SUCH AS
ADDITIONAL PAVED CHANNELS MAY BE REQUIRED.
….
NOTIFICATION OF THESE FOLKS THAT BACK UP TO LOTS 125
THROUGH
123, ALONG WITH THE FOLKS WHO ARE IMPACTED BY THE
REMOVAL OF THE TEMPORARY TURNAROUND ON OAK ARBOR DRIVE
WILL BE REQUIRED.
….
SHOW THE DOUBLE 18" RCP CULVERTS UNDER THE DRIVEWAY
COMING OFF HOLLY BERRY DRIVE, CROSSING CROOKED BRANCH.
INDICATE THE REMOVAL OF THESE CULVERTS ALONG WITH THE
DRIVEWAY AND THE REPLACEMENT OF THE DRIVEWAY CORRIDOR
WITH THE RESOURCE PROTECTION AREA RESTORATION VEGETATION.
….
PLEASE PROVIDE A LETTER FROM THE RECOGNIZED WETLAND
EXPERT REGARDING THE ACCURACY OF THE WETLANDS DELINEATION
PORTRAYED ON THE TENTATIVE PLAT THAT IS THE BASIS FOR THE
RPA-LIMITS ESTABLISHMENT. SUGGESTED WORDING IS, "I HAVE
VIEWED THE TENTATIVE PLAT FOR TAYLOR CROSSING DATED
OCTOBER 28, 2014, BY TOWNES SITE ENGINEERING AND FIND
THAT IT PORTRAYS AN ACCURATE REPRESENTATION OF MY FIELD
DELINEATION OF THE WETLANDS LOCATED ADJACENT TO CROOKED
BRANCH.
….
PLEASE PROVIDE A COPY OF THE OFFICE OF WATER QUALITY'S
CONFIRMATION OF THE PERENNIALITY SO THAT THE EXTENT TO
WHICH THE RPAS ARE SHOWN ON THE TENTATIVE PLAT CAN BE
CORRELATED WITH WHAT HAS BEEN CONFIRMED TO BE PERENNIAL
STREAMS.
PLEASE PROVIDE ON THE TENTATIVE PLAT THE SPECIFIC NAME
OF THE INDIVIDUAL WHO PERFORMED THE WETLANDS DELINEATION
SO THAT IT MAY BE CONFIRMED THAT HE OR SHE IS ON THE
APPROVED WETLANDS DELINEATOR LIST AND INDICATE THE STATUS
OF CONFIRMATION OF THE WETLANDS BY THE U.S. ARMY CORPS
OF ENGINEERS.
….
AN ASSESSMENT OF THE TOPOGRAPHY IN RELATION TO THE LOT
LAYOUT HAS REVEALED SEVERAL AREAS OF STORM WATER
CONCENTRATION WHICH ARE IN POTENTIAL CONFLICT WITH THE
DESIRE NOT TO HAVE STORM DRAINAGE PROBLEMS RELATED TO THE
DEVELOPMENT OF THE HOUSE AND LOT. THESE ARE ENGINEERING
ISSUES WHICH SHOULD BE ADDRESSED BY THE CONSTRUCTION
PLANS AND NOT LEFT TO THE INDIVIDUAL BUILDERS TO DEAL WITH.
THE PHYSICAL "LOW" OF THESE DRAINAGE CORRIDORS SHOULD BE
FIELD LOCATED AND APPROPRIATE ENGINEERING PROPOSALS WITH
RESPECT TO FILLING, GRADING, DRAINAGE STORM SEWERING AND
BUILDING ENVELOPE LOCATIONS SHOULD BE MADE A PART OF THE
CONSTRUCTION PLANS. THESE AREAS ARE AS FOLLOWS:
….
A. LOTS 141, 142 AND 143.
….
B. THE DRAINAGE CORRIDOR BEGINNING IN LOT 6, PASSING
THROUGH LOTS 10 AND 11 AND THROUGH THE PRIME HOME SITE OF
LOT 12.
….
C. THE DRAINAGE COURSE BEGINNING IN LOT 94, PASSING
THROUGH LOT 95, LOT 98 AND THROUGH THE PRIME HOME SITE OF
LOT 97.
….
D. THE CONVERGENCE OF TWO DRAINAGE CORRIDORS IN LOT 112
COMING FROM LOT 116 AND 122.
….
E. THE PROPER PLACEMENT OF THE HOME SITE ON LOT 123 TO
ALLOW THE DRAINAGE FROM LOT 122 TO PASS THROUGH THE FRONT
YARD TO REACH THE EXISTING DI IN ARBOR MEADOWS.
….
F. THE DRAINAGE CORRIDOR STARTING AT THE 195 CONTOUR IN LOT
38 AND PASSING THROUGH THE CENTER OF 129.
….
PRIOR TO APPROVAL OF THE TAYLOR CROSSING
TENTATIVE, THE DEVELOPER WILL SUBMIT A LETTER OF
ACKNOWLEDGEMENT OF THE CONDITION REGARDING MASONRY
EMBELLISHMENTS WITHIN THE VDOT CLEAR ZONE. THIS
ACKNOWLEDGEMENT IS THE RESPONSIBILITY OF THE DEVELOPER
AND NOT HIS REPRESENTATIVE AS HE IS ULTIMATELY RESPONSIBLE
FOR REMOVAL OF HEADWALLS IN ALL NEW SUBDIVISIONS SHOULD IT
BECOME NECESSARY. A DRAFT OF THAT LETTER IS ENCLOSED FOR
YOUR CONVENIENCE.
….
TENTATIVE CONDITIONS COULD INCLUDE, BUT NOT BE LIMITED TO
THE
FOLLOWING:
….
1. THE BMP'S INITIAL, PREDOMINANT WATER-QUALITY FUNCTION
SHALL BE SEDIMENT CONTROL; THE IMPLEMENTATION OF WHICH
SHALL BE COORDINATED WITH THE FIRST PORTION OF THE PROJECT
THAT DRAINS IN ITS DIRECTION.
….
2. THE PEDESTRIAN-ACCESS FACILITIES DESIGN AS SHOWN ON THE
TENTATIVE SHALL BE INCLUDED IN THE ROAD AND DRAINAGE PLANS
THAT MUST BE APPROVED BY BOTH VDOT AND THE
ENVIRONMENTAL ENGINEERING DEPARTMENT. ROAD RIGHT-OF-
WAY SHALL BE WIDE ENOUGH TO ENCOMPASS THE PEDESTRIAN-
ACCESS FACILITIES IF THE SIDEWALKS MEET STATE CRITERIA.
3. UNLESS OTHERWISE APPROVED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT, THE SPILLWAY STRUCTURE FOR THE WET
POND(S) SHALL BE A CONCRETE WEIR.
….
4. APPROVAL OF THE ROAD AND DRAINAGE PLANS BY COLUMBIA
GAS COMPANY IN RELATION TO ITS EASEMENT AND FACILITIES
THEREIN IS A PREREQUISITE TO CONSTRUCTION PLAN APPROVAL BY
THE ENVIRONMENTAL ENGINEERING DEPARTMENT. A
SUBORDINATION OF RIGHTS AGREEMENT WITH VDOT OR A
SATISFACTORY COMMITMENT THEREOF BY COLUMBIA GAS
COMPANY FOR THE LOCATION WHERE HICKORY WALK DRIVE
RIGHT-OF WAY WILL CROSS THE COLUMBIA GAS EASEMENT SHALL
BE A PREREQUISITE TO SUBDIVISION PLAT RECORDATION.
….
5. THE DESIGN AND CONSTRUCTION OF THE THREE SWM/BMPS
THAT WILL BE A COUNTY MAINTAINED FACILITY SHALL BE SUBJECT
TO
DOCUMENTED GEOTECHNICAL APPROVAL. THE SERVICES THAT MUST
BE PROVIDED BY THE GEOTECHNICAL ENGINEER SHALL INCLUDE
FULL-
TIME GEOTECHNICAL INSPECTION PAID FOR BY THE DEVELOPER.
THAT FULL-TIME INSPECTION SHALL INCLUDE BUT NOT BE LIMITED
TO
THE FOLLOWING:
….
A. PARTICIPATION/INPUT INTO THE DESIGN PROCESS AS
NECESSARY
TO FACILITATE THE APPROVAL PROCESS OF THE INDEPENDENT
GEOTECHNICAL CONSULTANT. OBSERVATION, TESTING AND
DOCUMENTATION OF:
I. SUITABLE SUB-GRADES TO RECEIVE COMPACTED STRUCTURAL
FILL FOR EARTH DAM CONSTRUCTION.
II. THE CUT-OFF TRENCH, SPILLWAY PIPE, DRAINAGE BLANKET,
RISER STRUCTURE, AND CONCRETE CHUTE SPILLWAY SUB-GRADES AS
APPLICABLE TO EVALUATE WHETHER SUITABLE SOIL IS PRESENT AT
BEARING GRADE TO VERIFY PROPER INSTALLATION.
III. REINFORCING STEEL, IF REQUIRED, TO EVALUATE ITS
CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.
….
6. THE NAME OF THE GEOTECHNICAL PROFESSIONAL WHO WILL
PROVIDE THE GEOTECHNICAL APPROVAL ON THE DAM WILL BE
FURNISHED PRIOR TO THE ISSUANCE OF THE LAND DISTURBANCE
PERMIT.
….
7. PRIOR TO CONSTRUCTION PLAN APPROVAL, THE ENVIRONMENTAL
ENGINEERING DEPARTMENT MUST HAVE RECEIVED
DOCUMENTATION THAT THE SUB-DIVIDER OR HIS REPRESENTATIVE
HAS NOTIFIED CERTAIN PROPERTY OWNERS DETERMINED BY THE
DEPARTMENT OF THE PROPOSED ADJACENT CONSTRUCTION. TO
INCLUDE BUT NOT LIMITED TO 6507, 6501 OAK ARBOR DRIVE,
19012, 19018, 19024, 19030 OAK HARBOR TERRACE.
8. THE AREAS OF STORM-WATER RUNOFF CONCENTRATION AS
DISCUSSED IN THE ENVIRONMENTAL ENGINEERING DEPARTMENT
TENTATIVE REPORT DATED DECEMBER 5, 2014 WILL BE FIELD
LOCATED AND SHOWN ON THE PLANS. THE CONSTRUCTION PLANS
SHALL DESIGNATE THE AFFECTED LOTS WITH AN NBP, AND AN
ENGINEERED STORM SEWER, FILLING, GRADING, AND DRAINAGE
PLAN SHALL BE INCLUDED IN THE CONSTRUCTION PLANS.
9. THE SUB-DIVIDER SHALL POST SIGNS DEMARKING THE LIMITS
OF THE RPA AREA SO BUILDERS AND HOMEOWNERS MAY BE
INFORMED AS TO THE LIMITATIONS IMPOSED ON THESE AREAS.
SPECIFIC PLANS FOR THE EXACT NUMBER AND PLACEMENT OF THE
SIGNS SHALL BE APPROVED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT.
….
10. THE POINTS OF PERENNIAL FLOW ALONG WITH THEIR GPS
COORDINATE VALUES WILL BE SHOWN ON THE CONSTRUCTION PLAN
AND RECORD PLAT.
11. THE DESIGN AND CONSTRUCTION OF THE DRY SWM/BMP
THAT WILL BE A COUNTY MAINTAINED FACILITY SHALL BE SUBJECT
TO INDEPENDENTLY DOCUMENTED GEOTECHNICAL APPROVAL. THE
SERVICES THAT MUST BE PROVIDED BY THE INDEPENDENT
GEOTECHNICAL ENGINEERING FIRM SHALL INCLUDE GEOTECHNICAL
INSPECTION PAID FOR BY THE DEVELOPER THAT DOCUMENTS THE
ACHIEVEMENT OF ALL SPECIFICATIONS GENERALLY REGARDED TO
PERTAIN TO STRUCTURAL FILL.
….
12. PRIOR TO CONSTRUCTION PLAN APPROVAL, THE WETLANDS MAP
WHICH ACCOMPANIES THE CORPS WETLANDS CONFIRMATION SHALL
BE PROVIDED TO THE ENVIRONMENTAL ENGINEERING
DEPARTMENT.
….
13. THE CONSTRUCTION PLANS WILL CALL FOR A DRAINAGE SYSTEM
RUNNING ALONG THE EASTERN BOUNDARY WITH AUTUMN OAKS,
SECTION D, SUBDIVISION THAT WILL KEEP THE DRAINAGE FROM
FLOWING INTO THE ADJACENT LOT AT 5910 TURKEY OAK ROAD
AND INSTEAD WILL DIRECT IT INTO THE RPA/WETLANDS ON AN
ALIGNMENT THAT STAYS WITHIN THE LIMITS OF TAYLOR CROSSING.
UTILIZATION OF THE 10 ' EASEMENT ON 5910 TURKEY OAK ROAD
WILL BE AT THE DIRECTION OF THE ENVIRONMENTAL ENGINEERING
DEPARTMENT.
….
14. UNLESS OTHERWISE DIRECTED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT, LOTS 105 AND 106 WILL BE GRADED TO
ALLOW THE DEVELOPED PORTION TO DRAIN INTO HICKORY WALK
COURT.
….
15. AS DIRECTED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT, IMPROVEMENTS WITHIN THE EXISTING DRAINAGE
EASEMENT LEADING TO THE EXISTING DI BETWEEN LOTS 26 AND 27
OF ARBOR MEADOWS, SECTION 2 SHALL BE REQUIRED.
….
16. A DEVELOPMENT DERIVED FLOODPLAIN SHALL BE ESTABLISHED
STARTING AT THE FEMA STUDY LINE AND EXTENDED TO THE
DOWNSTREAM SIDE OF IRON BRIDGE BOULEVARD. THE STUDY X-
SECTIONS SHALL ACCOUNT FOR THE BERM CREATED BY THE 66"
STORMSEWER IN WREXHAM ESTATES.
….
17. THE CONSTRUCTION PLANS SHALL INCLUDE AN RPA
RECLAMATION PLAN FOR THE DRIVEWAY CORRIDOR COMING FROM
HOLLYBERRY DRIVE TO THE FORMER HAROLD TAYLOR HOME,
IMPLEMENTATION SHALL BE TO THE SATISFACTION OF THE WATER
QUALITY SECTION OF THE ENVIRONMENTAL ENGINEERING
DEPARTMENT PRIOR TO THE RECORDATION OF LOT 81.
….
18. ALL VEHICULAR ACCESS BEYOND THE STATE MAINTAINED
HOLLYBERRY DRIVE SHALL BE SHALL BE PRECLUDED BY SCARIFYING
OUT AND DISCING THE GRAVEL DRIVEWAY AND THE PLANTING OF
TREE
WHIPS ALONG WITH THE PLACEMENT OF A BARRICADE AS DIRECTED
BY VDOT.
….
(PLEASE PLACE ON DEVELOPER LETTERHEAD)
(DATE)
KIRKLAND A. TURNER, DIRECTOR
CHESTERFIELD COUNTY PLANNING DEPARTMENT
P. O. BOX 40
CHESTERFIELD, VIRGINIA 23832
RE: ENTRANCE EMBELLISHMENTS (____________ TENTATIVE)
DEAR MR. TURNER:
AS DEVELOPER OF THE PROPOSED __________________
SUBDIVISION, I AM AWARE THAT THE FOLLOWING NOTE IS NOW
REQUIRED NOT ONLY ON TENTATIVE BUT ALSO ON RECORD PLATS.
"NO STRUCTURE EMBELLISHMENTS WILL BE ALLOWED ON VDOT
RIGHT-OF-WAY WITHOUT THE COMMITMENT OF, OR THE ISSUANCE OF,
A VDOT LAND USE PERMIT. WITHIN THE 10' CLEAR ZONE
(MEASURED FROM THE EDGE OF THE ROADWAY'S PAVEMENT OUT
10'), NO STRUCTURE EMBELLISHMENT WILL BE PERMITTED THAT IS
CLOSER THAN 3' FROM THE EDGE OF PAVEMENT OF THE PUBLIC
STREET OR HIGHER THAN 6" ABOVE THE SURFACE OF THE DRIVE."
I WILL DO ALL POSSIBLE TO PROVIDE THE CORRECT INFORMATION
FOR
BUILDERS OR CITIZENS CONSTRUCTING ENTRANCE EMBELLISHMENTS.
I AM ALSO AWARE THAT, PRIOR TO STATE ACCEPTANCE OF THE
ROADS, I AM RESPONSIBLE FOR REMOVING EMBELLISHMENTS THAT
DO NOT MEET STATE STANDARDS.
SINCERELY,
DEVELOPER NAME (PRINTED)
DEVELOPER SIGNATURE
(DATE)
**********************************
PLAN NAME: TAYLOR CROSSING
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE: L. D. PRITCHARD, JR. / 748-1028
PLAN NUMBER: 15TS0140
ORIGINAL PLAN DATE: OCTOBER 28, 2014
PLANNER: WHIT KIRTLEY
ENGINEER: TOWNES SITE ENGINEERING
UPDATE: DECEMBER 5, 2014
REVIEW DATE: JANUARY 23, 2015
SUBMITTAL NUMBER: 2
STATUS: REVISIONS REQUESTED
THE ENVIRONMENTAL ENGINEERING DEPARTMENT PRESENTS THE
FOLLOWING PRELIMINARY COMMENTS AND OBSERVATIONS
PERTAINING TO THE ABOVE REFERENCED TENTATIVE PLAT REVISED
DATED JANUARY 8, 2015, RECEIVED BY THE PLANNING
DEPARTMENT ON JANUARY 20, 2015 AND RECEIVED BY THE
ENVIRONMENTAL ENGINEERING DEPARTMENT ON JANUARY 21,
2015
….
WITH RESPECT TO ROAD NAMES ELM GARDENS TERRACE SHOULD BE
ELM GARDENS WAY. SPOTTED OAK LANE WOULD WORK BETTER AS
HICKORY GARDENS PLACE. PLEASE INSURE THESE ROAD NAMES ARE
CONSISTENT ON ALL SHEETS OF THE TENTATIVE PLAT.
….
WITH RESPECT TO CBPA, THE .78 LBS EXCESS IN POLLUTANT
REMOVAL SHOULD BE ABLE TO COVER ANY ADDITIONAL SIDEWALK
CONSTRUCTION THAT MAY BE REQUIRED BY OTHER AGENCIES.
….
PLEASE CORRECTLY PORTRAY THE DRAINAGE EASEMENT RUNNING
ALONG THE REAR OF LOTS 25 THROUGH 28 IN ARBOR MEADOWS
SECTION 2 AND SHOW THE EXISTING DI IN THE DRAINAGE
EASEMENT LOCATED DOWN THE COMMON SIDE PROPERTY LINE OF
LOTS 26 AND 27. THE BACK YARDS IN THIS AREA ARE
FUNCTIONING PROPERLY, BUT WITH THE DEVELOPMENT OF LOTS 122
THROUGH 125, SENDING INCREASED RUN OFF DOWN THE STEEP HILL
INTO THESE BACK YARDS, ADDITIONAL IMPROVEMENTS SUCH AS
ADDITIONAL PAVED CHANNELS MAY BE REQUIRED. LOOK CLOSELY.
THERE IS STILL A DISCREPANCY BETWEEN THE RECORDED PLAT
OF ARBOR MEADOWS SECTION 2 AND THE TENTATIVE PLAT FOR
TAYLOR CROSSING.
….
PLEASE PROVIDE A LETTER FROM THE RECOGNIZED WETLAND
EXPERT REGARDING THE ACCURACY OF THE WETLANDS DELINEATION
PORTRAYED ON THE TENTATIVE PLAT THAT IS THE BASIS FOR THE
RPA-LIMITS ESTABLISHMENT. SUGGESTED WORDING IS, "I HAVE
VIEWED THE TENTATIVE PLAT FOR TAYLOR CROSSING DATED
OCTOBER 28, 2014, BY TOWNES SITE ENGINEERING AND FIND
THAT IT PORTRAYS AN ACCURATE REPRESENTATION OF MY FIELD
DELINEATION OF THE WETLANDS LOCATED ADJACENT TO CROOKED
BRANCH. THIS LETTER COULD NOT BE LOCATED IN THE
SUBMITTAL PACKAGE. PLEASE ADDRESS.
….
AN ASSESSMENT OF THE TOPOGRAPHY IN RELATION TO THE LOT
LAYOUT HAS REVEALED SEVERAL AREAS OF STORM WATER
CONCENTRATION WHICH ARE IN POTENTIAL CONFLICT WITH THE
DESIRE NOT TO HAVE STORM DRAINAGE PROBLEMS RELATED TO THE
DEVELOPMENT OF THE HOUSE AND LOT. THESE ARE ENGINEERING
ISSUES WHICH SHOULD BE ADDRESSED BY THE CONSTRUCTION
PLANS AND NOT LEFT TO THE INDIVIDUAL BUILDERS TO DEAL
WITH.
THE PHYSICAL "LOW" OF THESE DRAINAGE CORRIDORS SHOULD BE
FIELD LOCATED AND APPROPRIATE ENGINEERING PROPOSALS WITH
RESPECT TO FILLING, GRADING, DRAINAGE STORM SEWERING AND
BUILDING ENVELOPE LOCATIONS SHOULD BE MADE A PART OF THE
CONSTRUCTION PLANS. THESE AREAS ARE AS FOLLOWS:
….
A. LOTS 141, 142,143, 162 AND 163.
….
B. THE DRAINAGE CORRIDOR BEGINNING IN LOT 6, PASSING
THROUGH LOTS 10 AND 11 AND THROUGH THE PRIME HOME SITE OF
LOT 12.
….
C. THE DRAINAGE COURSE BEGINNING IN LOT 94, PASSING
THROUGH LOT 95, LOT 98 AND THROUGH THE PRIME HOME SITE OF
LOT 97.
….
D. THE CONVERGENCE OF TWO DRAINAGE CORRIDORS IN LOT 112
COMING FROM LOT 116 AND 122.
….
E. THE PROPER PLACEMENT OF THE HOME SITE ON LOT 123 TO
ALLOW THE DRAINAGE FROM LOT 122 TO PASS THROUGH THE FRONT
PLAN NAME: TAYLOR CROSSING
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE: L. D. PRITCHARD, JR. / 748-1028
PLAN NUMBER: 15TS0140
ORIGINAL PLAN DATE: OCTOBER 28, 2014
PLANNER: WHIT KIRTLEY
ENGINEER: TOWNES SITE ENGINEERING
UPDATE: DECEMBER 5, 2014
REVIEW DATE: JANUARY 23, 2015
SUBMITTAL NUMBER: 2
STATUS: REVISIONS REQUESTED
THE ENVIRONMENTAL ENGINEERING DEPARTMENT PRESENTS THE
FOLLOWING PRELIMINARY COMMENTS AND OBSERVATIONS
PERTAINING TO THE ABOVE REFERENCED TENTATIVE PLAT REVISED
DATED JANUARY 8, 2015, RECEIVED BY THE PLANNING
DEPARTMENT ON JANUARY 20, 2015 AND RECEIVED BY THE
ENVIRONMENTAL ENGINEERING DEPARTMENT ON JANUARY 21,
2015
….
WITH RESPECT TO ROAD NAMES ELM GARDENS TERRACE SHOULD BE
ELM GARDENS WAY. SPOTTED OAK LANE WOULD WORK BETTER AS
HICKORY GARDENS PLACE. PLEASE INSURE THESE ROAD NAMES ARE
CONSISTENT ON ALL SHEETS OF THE TENTATIVE PLAT.
….
WITH RESPECT TO CBPA, THE .78 LBS EXCESS IN POLLUTANT
REMOVAL SHOULD BE ABLE TO COVER ANY ADDITIONAL SIDEWALK
CONSTRUCTION THAT MAY BE REQUIRED BY OTHER AGENCIES.
….
PLEASE CORRECTLY PORTRAY THE DRAINAGE EASEMENT RUNNING
ALONG THE REAR OF LOTS 25 THROUGH 28 IN ARBOR MEADOWS
SECTION 2 AND SHOW THE EXISTING DI IN THE DRAINAGE
EASEMENT LOCATED DOWN THE COMMON SIDE PROPERTY LINE OF
LOTS 26 AND 27. THE BACK YARDS IN THIS AREA ARE
FUNCTIONING PROPERLY, BUT WITH THE DEVELOPMENT OF LOTS
122
THROUGH 125, SENDING INCREASED RUN OFF DOWN THE STEEP
HILL
INTO THESE BACK YARDS, ADDITIONAL IMPROVEMENTS SUCH AS
ADDITIONAL PAVED CHANNELS MAY BE REQUIRED. LOOK CLOSELY.
THERE IS STILL A DISCREPANCY BETWEEN THE RECORDED PLAT
OF ARBOR MEADOWS SECTION 2 AND THE TENTATIVE PLAT FOR
TAYLOR CROSSING.
….
PLEASE PROVIDE A LETTER FROM THE RECOGNIZED WETLAND
EXPERT REGARDING THE ACCURACY OF THE WETLANDS DELINEATION
PORTRAYED ON THE TENTATIVE PLAT THAT IS THE BASIS FOR THE
RPA-LIMITS ESTABLISHMENT. SUGGESTED WORDING IS, "I HAVE
VIEWED THE TENTATIVE PLAT FOR TAYLOR CROSSING DATED
OCTOBER 28, 2014, BY TOWNES SITE ENGINEERING AND FIND
THAT IT PORTRAYS AN ACCURATE REPRESENTATION OF MY FIELD
DELINEATION OF THE WETLANDS LOCATED ADJACENT TO CROOKED
BRANCH. THIS LETTER COULD NOT BE LOCATED IN THE
SUBMITTAL PACKAGE. PLEASE ADDRESS.
….
AN ASSESSMENT OF THE TOPOGRAPHY IN RELATION TO THE LOT
LAYOUT HAS REVEALED SEVERAL AREAS OF STORM WATER
CONCENTRATION WHICH ARE IN POTENTIAL CONFLICT WITH THE
DESIRE NOT TO HAVE STORM DRAINAGE PROBLEMS RELATED TO THE
DEVELOPMENT OF THE HOUSE AND LOT. THESE ARE ENGINEERING
ISSUES WHICH SHOULD BE ADDRESSED BY THE CONSTRUCTION
PLANS AND NOT LEFT TO THE INDIVIDUAL BUILDERS TO DEAL
WITH.
THE PHYSICAL "LOW" OF THESE DRAINAGE CORRIDORS SHOULD BE
FIELD LOCATED AND APPROPRIATE ENGINEERING PROPOSALS WITH
RESPECT TO FILLING, GRADING, DRAINAGE STORM SEWERING AND
BUILDING ENVELOPE LOCATIONS SHOULD BE MADE A PART OF THE
CONSTRUCTION PLANS. THESE AREAS ARE AS FOLLOWS:
….
A. LOTS 141, 142,143, 162 AND 163.
….
B. THE DRAINAGE CORRIDOR BEGINNING IN LOT 6, PASSING
THROUGH LOTS 10 AND 11 AND THROUGH THE PRIME HOME SITE OF
LOT 12.
….
C. THE DRAINAGE COURSE BEGINNING IN LOT 94, PASSING
THROUGH LOT 95, LOT 98 AND THROUGH THE PRIME HOME SITE OF
LOT 97.
….
D. THE CONVERGENCE OF TWO DRAINAGE CORRIDORS IN LOT 112
COMING FROM LOT 116 AND 122.
….
E. THE PROPER PLACEMENT OF THE HOME SITE ON LOT 123 TO
ALLOW THE DRAINAGE FROM LOT 122 TO PASS THROUGH THE FRONT
YARD TO REACH THE EXISTING DI IN ARBOR MEADOWS.
….
F. THE DRAINAGE CORRIDOR STARTING AT THE 195 CONTOUR IN
LOT
138 AND PASSING THROUGH THE CENTER OF 129.
..
TENTATIVE CONDITIONS COULD INCLUDE, BUT NOT BE LIMITED TO
THE
FOLLOWING:
….
1. THE BMP'S INITIAL, PREDOMINANT WATER-QUALITY FUNCTION
SHALL BE SEDIMENT CONTROL; THE IMPLEMENTATION OF WHICH
SHALL BE COORDINATED WITH THE FIRST PORTION OF THE
PROJECT
THAT DRAINS IN ITS DIRECTION.
….
2. THE PEDESTRIAN-ACCESS FACILITIES DESIGN AS SHOWN ON
THE
TENTATIVE SHALL BE INCLUDED IN THE ROAD AND DRAINAGE
PLANS
THAT MUST BE APPROVED BY BOTH VDOT AND THE
ENVIRONMENTAL ENGINEERING DEPARTMENT. ROAD RIGHT-OF-
WAY SHALL BE WIDE ENOUGH TO ENCOMPASS THE PEDESTRIAN-
ACCESS FACILITIES IF THE SIDEWALKS MEET STATE CRITERIA.
3. UNLESS OTHERWISE APPROVED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT, THE SPILLWAY STRUCTURE FOR THE WET
POND(S) SHALL BE A CONCRETE WEIR.
….
4. APPROVAL OF THE ROAD AND DRAINAGE PLANS BY COLUMBIA
GAS COMPANY IN RELATION TO ITS EASEMENT AND FACILITIES
THEREIN IS A PREREQUISITE TO CONSTRUCTION PLAN APPROVAL BY
THE ENVIRONMENTAL ENGINEERING DEPARTMENT. A
SUBORDINATION OF RIGHTS AGREEMENT WITH VDOT OR A
SATISFACTORY COMMITMENT THEREOF BY COLUMBIA GAS
COMPANY FOR THE LOCATION WHERE HICKORY WALK DRIVE
RIGHT-OF WAY WILL CROSS THE COLUMBIA GAS EASEMENT SHALL
BE A PREREQUISITE TO SUBDIVISION PLAT RECORDATION.
….
5. THE DESIGN AND CONSTRUCTION OF THE THREE SWM/BMPS
THAT WILL BE A COUNTY MAINTAINED FACILITY SHALL BE SUBJECT
TO
DOCUMENTED GEOTECHNICAL APPROVAL. THE SERVICES THAT MUST
BE PROVIDED BY THE GEOTECHNICAL ENGINEER SHALL INCLUDE
FULL-
TIME GEOTECHNICAL INSPECTION PAID FOR BY THE DEVELOPER.
THAT FULL-TIME INSPECTION SHALL INCLUDE BUT NOT BE LIMITED
TO
THE FOLLOWING:
….
A. PARTICIPATION/INPUT INTO THE DESIGN PROCESS AS
NECESSARY
TO FACILITATE THE APPROVAL PROCESS OF THE INDEPENDENT
GEOTECHNICAL CONSULTANT. OBSERVATION, TESTING AND
DOCUMENTATION OF:
I. SUITABLE SUB-GRADES TO RECEIVE COMPACTED STRUCTURAL
FILL FOR EARTH DAM CONSTRUCTION.
II. THE CUT-OFF TRENCH, SPILLWAY PIPE, DRAINAGE BLANKET,
RISER STRUCTURE, AND CONCRETE CHUTE SPILLWAY SUB-GRADES AS
APPLICABLE TO EVALUATE WHETHER SUITABLE SOIL IS PRESENT AT
BEARING GRADE TO VERIFY PROPER INSTALLATION.
III. REINFORCING STEEL, IF REQUIRED, TO EVALUATE ITS
CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.
….
6. THE NAME OF THE GEOTECHNICAL PROFESSIONAL WHO WILL
PROVIDE THE GEOTECHNICAL APPROVAL ON THE DAM WILL BE
FURNISHED PRIOR TO THE ISSUANCE OF THE LAND DISTURBANCE
PERMIT.
….
7. PRIOR TO CONSTRUCTION PLAN APPROVAL, THE ENVIRONMENTAL
ENGINEERING DEPARTMENT MUST HAVE RECEIVED
DOCUMENTATION THAT THE SUB-DIVIDER OR HIS REPRESENTATIVE
HAS NOTIFIED CERTAIN PROPERTY OWNERS DETERMINED BY THE
DEPARTMENT OF THE PROPOSED ADJACENT CONSTRUCTION. TO
INCLUDE BUT NOT LIMITED TO 6507, 6501 OAK ARBOR DRIVE,
19012, 19018, 19024, 19030 OAK HARBOR TERRACE.
8. THE AREAS OF STORM-WATER RUNOFF CONCENTRATION AS
DISCUSSED IN THE ENVIRONMENTAL ENGINEERING DEPARTMENT
TENTATIVE REPORT DATED JANUARY 23, 2015 WILL BE FIELD
LOCATED AND SHOWN ON THE PLANS. THE CONSTRUCTION PLANS
SHALL DESIGNATE THE AFFECTED LOTS WITH AN NBP, AND AN
ENGINEERED STORM SEWER, FILLING, GRADING, AND DRAINAGE
PLAN SHALL BE INCLUDED IN THE CONSTRUCTION PLANS.
9. THE SUB-DIVIDER SHALL POST SIGNS DEMARKING THE LIMITS
OF THE RPA AREA SO BUILDERS AND HOMEOWNERS MAY BE
INFORMED AS TO THE LIMITATIONS IMPOSED ON THESE AREAS.
SPECIFIC PLANS FOR THE EXACT NUMBER AND PLACEMENT OF THE
SIGNS SHALL BE APPROVED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT.
10. THE DESIGN AND CONSTRUCTION OF THE DRY SWM/BMP
THAT WILL BE A COUNTY MAINTAINED FACILITY SHALL BE SUBJECT
TO INDEPENDENTLY DOCUMENTED GEOTECHNICAL APPROVAL. THE
SERVICES THAT MUST BE PROVIDED BY THE INDEPENDENT
GEOTECHNICAL ENGINEERING FIRM SHALL INCLUDE GEOTECHNICAL
INSPECTION PAID FOR BY THE DEVELOPER THAT DOCUMENTS THE
ACHIEVEMENT OF ALL SPECIFICATIONS GENERALLY REGARDED TO
PERTAIN TO STRUCTURAL FILL.
….
11. PRIOR TO CONSTRUCTION PLAN APPROVAL, THE WETLANDS MAP
WHICH ACCOMPANIES THE CORPS WETLANDS CONFIRMATION SHALL
BE PROVIDED TO THE ENVIRONMENTAL ENGINEERING
DEPARTMENT.
….
13. THE CONSTRUCTION PLANS WILL CALL FOR A DRAINAGE
SYSTEM
RUNNING ALONG THE EASTERN BOUNDARY WITH AUTUMN OAKS,
SECTION D, SUBDIVISION THAT WILL KEEP THE DRAINAGE FROM
FLOWING INTO THE ADJACENT LOT AT 5910 TURKEY OAK ROAD
AND INSTEAD WILL DIRECT IT INTO THE RPA/WETLANDS ON AN
ALIGNMENT THAT STAYS WITHIN THE LIMITS OF TAYLOR
CROSSING.
UTILIZATION OF THE 10 ' EASEMENT ON 5910 TURKEY OAK ROAD
WILL BE AT THE DIRECTION OF THE ENVIRONMENTAL ENGINEERING
DEPARTMENT. THE TIMING OF THE INSTALLATION WILL BE PRIOR
TO THE RELOCATION OF THE HAROLD TAYLOR HOUSE ONTO LOT 103
OR AS OTHERWISE DIRECTED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT
….
14. UNLESS OTHERWISE DIRECTED BY THE ENVIRONMENTAL
ENGINEERING DEPARTMENT, LOTS 105 AND 106 WILL BE GRADED
TO
ALLOW THE DEVELOPED PORTION TO DRAIN INTO HICKORY WALK
COURT.
….
15. AS DIRECTED BY THE ENVIRONMENTAL ENGINEERING
DEPARTMENT, IMPROVEMENTS WITHIN THE EXISTING DRAINAGE
EASEMENT LEADING TO THE EXISTING DI BETWEEN LOTS 26 AND
27
OF ARBOR MEADOWS, SECTION 2 SHALL BE REQUIRED.
….
16. A DEVELOPMENT DERIVED FLOODPLAIN SHALL BE ESTABLISHED
STARTING AT THE FEMA STUDY LINE AND EXTENDED TO THE
DOWNSTREAM SIDE OF IRON BRIDGE BOULEVARD. THE STUDY X-
SECTIONS SHALL ACCOUNT FOR THE BERM CREATED BY THE 66"
STORMSEWER IN WREXHAM ESTATES.
….
17. THE CONSTRUCTION PLANS SHALL INCLUDE AN RPA
RECLAMATION PLAN FOR THE DRIVEWAY CORRIDOR COMING FROM
HOLLYBERRY DRIVE TO THE FORMER HAROLD TAYLOR HOME,
IMPLEMENTATION SHALL BE TO THE SATISFACTION OF THE WATER
QUALITY SECTION OF THE ENVIRONMENTAL ENGINEERING
DEPARTMENT PRIOR TO THE RECORDATION OF LOT 81.
….
18. ALL VEHICULAR ACCESS BEYOND THE STATE MAINTAINED
HOLLYBERRY DRIVE SHALL BE SHALL BE PRECLUDED BY
SCARIFYING
OUT AND DISCING THE GRAVEL DRIVEWAY AND THE PLANTING OF
TREE
WHIPS ALONG WITH THE PLACEMENT OF A BARRICADE AS DIRECTED
BY VDOT.
F
NOTE: THOSE LOTS THAT HAVE THE FEMA LINE TYPE PASSING
THROUGH THEM WILL BE REQUIRED TO HAVE ELEVATION
CERTIFICATES AS A PREREQUISITE TO THE ISSUANCE OF A
CERTIFICATE OF OCCUPANCY. THOSE LOTS WITHOUT THE
FLOODPLAIN OF FEMA LINE TYPE WILL NOT BE SUBJECT TO THIS
REQUIREMENT.
….
**********************************

Go to Case Selection Form or Go to Project List