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CASE NO: 08PR0423 STATUS: APPROVED - CPC
PROJECT NAME: MIDLOTHIAN TOWN CENT - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: MULTI-FAMILY
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 06 05/01/17 05/15/17 ******** 05/06/16 CBH 776-7836
FIRE DEPT.--: 06 05/01/17 05/15/17 COMPLETE 05/03/17 AWB 717-6167
HOUSE NUMBER: 06 05/01/17 05/15/17 ******** 04/15/16 NCP 751-4319
MAPPING/GIS-: 06 05/01/17 05/15/17 COMPLETE 05/10/17 AMJ 768-7549
PLANNING----: 06 05/01/17 05/15/17 ******** 07/27/15 JHL 751-4158
TRANSPORT.--: 06 05/01/17 05/15/17 COMPLETE 05/03/17 SJA 751-4461
UTIL.PLAN.--: 06 05/01/17 05/15/17 ******** ********
UTILITIES---: 06 05/01/17 05/15/17 AMENDED* 05/05/17 M L 748-1338
UTIL.R.O.W.-: 06 05/01/17 05/15/17 ******** ********
VDOT--------: 06 05/01/17 05/15/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : DENEE TUCK/717-6019
NAME OF PLAN : MIDLTOHIAN TOWN CTR APARTMENTS
ADDRESS :
SUBMISSION DATE : JUNE 30, 2008
PLAN DATED : JUNE 16, 2008
REVIEW DATE : JULY 14, 2008
SITE PLAN NO. : 08PR0423
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS : NO
SUBSTANTIAL : NO
1. SHOW THE COUNTY PROJECT NUMBER 08-0212 ON THE LOWER
RIGHT HAND CORNER OF EACH SHEET.
2. SHOW A RESULTS TABLE ON THE PLANS FOR THE FIRE FLOW
TEST.
3. THE FIR-1A CONFIGURATION FOR BUILDINGS 5, 6, 7 AND 8
NEED TO BE REVISED. EACH BUILDING NEEDS TO HAVE ITS OWN 4
TAP TO THE 8" MAIN. TWO METER AND TWO FIRE SYSTEMS CANNOT
COME OFF OF 1-4" WATERLINE.
4. THE FIRE HYDRANT BETWEEN BUILDING 5 AND 6 APPEARS TO BE
IN A PARKING SPACE AND NOT IN AN ISLAND. RELOCATE TO AN
ISLAND.
5. LABEL THE METER SIZES FOR EACH PROPOSED METER SHOWN ON
THE PLANS.
6. THE METER SIZING FORMS FOR BUILDINGS 2 AND 3 SHOWS THAT
ONLY A 1" METER IS NEEDED FOR THE BUILDINGS.
7. SHOW A PROFILE FOR THE PROPOSED 8" WATERLINE ON THE
PLANS SHOWING ALL THE SANITARY AND STORM CROSSINGS.
8. SHOW ADDITIONAL GATE VALVES ON THE PLANS AT THE
FOLLOWING LOCATIONS: SOUTH OF THE 8X8 TEE NEAR BUILDING 6,
SOUTH OF THE 8X8 TEE NEAR BUILDING 7, NORTH OF THE 8X4 TEE
BETWEEN BUILDING 5 AND 6 AND WEST OF THE FIRE HYDRANT TEE
NEAR THE PARKING DECK.
9. THE WATER AND FIRE SERVICE FOR BUILDING 9 APPEARS TO BE
IN CONFLICT WITH THE HVAC UNITS. SHOW THE WATER METER AND
FIRE SERVICE VALVE IN THE GRASS AREA NEAR THE POOL INSTEAD
OF THE SIDEWALK.
10. IN THE APPROXIMATE MATERIAL QUANTITIES LIST, SHOW THE
1.5" DOMESTIC METER AS PUBLIC, SHOW THE 4" DI AS PUBLIC AN
ADD PRIVATE 8" SEWER LINE TO THE SEWER LIST.
11. LABEL THE PROPOSED 8" SEWER LINE AS "PRIVATE" ON THE
PLAN VIEW.
12. RENAME THE 32' UTILITY EASEMENT AS 32' WATER AND SEWER
EASEMENT.
13. ADD A NOTE TO THE PLANS FOR THE EXISTING WATER SERVICE
NEAR BUILDING 8 THAT IS TO BE ABANDONED: WATER SERVICE TO
BE ABANDONED TO THE 12" MAIN IN THE PRIVATE ROAD ACCORDING
TO COUNTY SPECS. SERVICE TO BE ABANDONED PRIOR TO LAND
DISTURBANCE.
14. REVISE THE WATER AND FIRE SERVICE FOR BUILDING 3 SO
THAT THE 8:4 REDUCER IS NEXT TO THE GATE VALVE AND FIRE
HYDRANT TEE NEAR THE PARKING DECK AND A 4" 90 DEGREE BEND
SHOWN INSTEAD OF THE 8X4 TEE NEAR BUILDING 3.
15. LABEL THE WATERLINE STUB NEAR THE EXISTING MANHOLE
BEHIND BUILDING 6 WITH SIZE AND ANY OTHER APPURTENANCES ON
THE WATERLINE STUB. IF IT IS NOT GOING TO BE USED, SHOW I
TO BE ABANDONED PER COUNTY SPECS.
16. LABEL THE EXISTING MANHOLES WITH THE MANHOLE NUMBERS
FROM THE PLANS.
17. SHOW THE METERS IN THE SIDE WALK TO BE CAST IRON IF A
1" OR A KNOCK DOWN BOX IF A 1.5". (DETAILS MET-3 AND MET-7
18. THE EXISTING MANHOLES AND FIRE HYDRANT BETWEEN BUILDIN
6 AND WINTERFIELD ROAD ARE VERY CLOSE TO THE SIDE WALK.
VERIFY THAT THEY WILL NOT ENCROACH IN THE SIDE WALK OR KEE
THE SIDE WALK FROM MEETING ADA REQUIREMENTS.
19. SUBMIT AN ENGINEER'S CHECKLIST.
20. A. CROSS CONNECTION CONTROL GENERAL SITE PLAN COMMENT
THE OWNER SHALL DESIGN, INSTALL AND MAINTAIN A BACKFLOW
PREVENTER, APPROVED BY THE DIRECTOR, ON ALL WATER SERVICE
CONNECTIONS, FIXTURES, EQUIPMENT AND OUTLETS AS REQUIRED A
IN ACCORDANCE WITH THE CURRENT EDITION OF THE FOLLOWING:
1. CHESTERFIELD COUNTY CROSS CONNECTION CONTROL AND
BACKFLOW PREVENTION PROGRAM;
2. CHESTERFIELD COUNTY WATER AND SEWER PROCEDURES AND
SPECIFICATIONS MANUAL;
3. WATERWORKS REGULATIONS, VIRGINIA DEPARTMENT OF HEALTH,
OFFICE OF WATER PROGRAMS;
4. UNIFORM STATEWIDE BUILDING CODE, VIRGINIA DEPARTMENT OF
HOUSING AND COMMUNITY DEVELOPMENT.
5. RECOMMENDED PRACTICE FOR CROSS CONNECTION CONTROL AND
BACKFLOW PREVENTION, MANUAL OF WATER SUPPLY PRACTICES
M14, AMERICAN WATER WORKS ASSOCIATION;
6. CROSS CONNECTION CONTROL MANUAL, FOUNDATION FOR CROSS
CONNECTION CONTROL AND HYDRAULICS RESEARCH, UNIVERSITY OF
SOUTHERN CALIFORNIA;
7. CROSS CONNECTION CONTROL MANUAL, EPA 816-R-03-002,
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY;
B. COMMENTS SPECIFIC TO THIS SITE PLAN:
SHEET C1, STANDARD WATER & SEWER NOTES: REVISE NOTE TO
READ "AN APPROVED REDUCED PRESSURE (RP) PRINCIPAL
ASSEMBLY SHALL BE INSTALLED ON THE POTABLE WATER SERVICE
LINE TO BUILDINGS 8 AND 9 IN ACCORDANCE WITH THE
CHESTERFIELD COUNTY CROSS CONNECTION CONTROL AND BACKFLOW
PREVENTION PROGRAM AND THE VIRGINIA DEPARTMENT OF HEALTH
WATERWORKS REGULATIONS. BUILDING PLUMBING SHALL BE
INSTALLED IN ACCORDANCE WITH THE VIRGINIA UNIFORM
STATEWIDE BUILDING CODE."
NOTE FOR DESIGNER: BUILDINGS 8 & 9 FALL UNDER THE
CATEGORY OF MULTI-USE COMMERCIAL/RESIDENTIAL BUILDINGS AS
DEFINED IN THE VIRGINIA WATERWORKS REGULATIONS AND
THEREFORE, REQUIRE BACKFLOW PROTECTION INSTALLED IN THE
SERVICE LINE. HOWEVER, THE REMAINING BUILDINGS ARE 3-
STORY RESIDENTIAL ONLY AND DO NOT REQUIRE SERVICE LINE
BACKFLOW PROTECTION.
21. WILL THERE BE IRRIGATION ON THE SITE? IF AN
IRRIGATION METER IS USED, SUBMIT AN IRRIGATION METER
SIZING FORM. OTHERWISE, INCLUDE HOSE BIBS ON THE
DOMESTIC METER SIZING FORM.
22. THE OWNER MUST ENTER INTO A COUNTY CONTRACT PRIOR TO
THE START OF CONSTRUCTION. PLEASE SEND STEVE BLACKBURN A
COPY OF THE "ACCEPTED" BID PROPOSAL BETWEEN THE DEVELOPER
AND THE CONTRACTOR SO WE MAY PREPARE THE COUNTY CONTRACT.
THE BID PROPOSAL MUST BE BASED ON THE APPROVED SITE PLAN.
ALL WORK MUST BE PERFORMED BY AN ACCEPTABLE UTILITIES
CONTRACTOR. IF THE SITE PLAN IS REVISED AFTER THE
UTILITY CONTRACT IS PREPARED, A REVISED BID PROPOSAL MAY
BE NECESSARY TO ACCURATELY REFLECT THE LATEST APPROVED
SITE PLAN, AND A NEW CONTRACT PREPARATION MAY BE
NECESSARY.
23. AFTER COMPLETE SITE PLAN APPROVAL, SUBMIT THREE (3)
SETS OF PLANS DIRECTLY TO THE UTILITY DEPARTMENT FOR OUR
USE.
24. SHOW ADDITIONAL WATER EASEMENT TO THE FACE OF THE
DOUBLE CHECK ASSEMBLY FOR BUILDINGS 8 AND 9.
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REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : DENEE TUCK/717-6019
NAME OF PLAN : MIDLOTHIAN TOWN CTR APARTMENTS
ADDRESS :
SUBMISSION DATE : SEPTEMBER 8, 2008
PLAN DATED : SEPTEMBER 3, 2008
REVIEW DATE : SEPTEMBER 17, 2008
SITE PLAN NO. : 08PR0423
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : YES
PLAT PROCESS : NO
SUBSTANTIAL : NO
1. A LICENSE AGREEMENT WILL BE REQUIRED FOR THE RETAINING
WALLS CROSSING THE SANITARY SEWER LINE. CONTACT JOAN CLAY
AT 748-1362 TO BEGIN THE PROCESS.
2. SHOW THE STORM PIPE (2-5)-(K) ON THE WATERLINE PROFILE.
3. THE FIR-1A FOR BUILDINGS 5 AND 6 ARE SHOWN UNDER THE
HVAC UNITS. THIS IS NOT ALLOWED. THE FIR-1A NEEDS TO BE
LEAST 6' FROM THE HVAC UNITS.
4. SHOW THE EASEMENT FOR THE DOUBLE CHECK ASSEMBLY
STOPPING AT THE FACE OF THE VAULT WHICH, IN THIS CASE, IS
THE NORTH SIDE OF THE VAULT.
5. THE GATE VALVE WEST OF THE 8X8 TEE IN FRONT OF BUILDING
6 IS NOT REQUIRED.
6. LABEL THE SEWER IN THE MATERIAL'S LIST AS "PRIVATE".
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REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : RYAN EVANS, P.E./748-1338
NAME OF PLAN : MIDLOTHIAN TOWN CTR APARTMENTS
ADDRESS :
SUBMISSION DATE : AUGUST 31, 2011
PLAN DATED : AUGUST 26, 2011
REVIEW DATE : SEPTEMBER 15, 2011
SITE PLAN NO. : 08PR0423
COMMENTS : 3RD REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS : NO
SUBSTANTIAL : NO
1. OUR SYSTEM SHOWS THE UTILITY PLAN 07-0105 IS ONLY
PARTIALLY BUILT AND CURRENTLY UNDER UTILITY CONTRACT
WITH MTC-EAST, LLC. ALL UTILITIES WILL NEED TO BE
CONSTRUCTED ACCORDING TO THAT UTILITY PLAN AND TREATED
AS EXISTING ON THIS SITE. CURRENTLY, OUR SYSTEM SHOWS
THE WATER IS COMPLETE AND TIED IN BUT THE PUNCH LIST
ITEMS HAVE NOT BEEN ADDRESSED AND THE SEWER IS ONLY 50%
COMPLETE WITH A FEW SIGNIFICANT PROBLEMS. THIS PLAN
CANNOT BE APPROVED UNTIL THE PREVIOUS PLAN IS BUILT
COMPLETELY. A MEETING WITH UTILITIES STAFF IS
SUGGESTED.
2. REVISED 12" WATERLINE MATERIAL TO DIP ACCORDING TO A
SPECIFICATION UPDATE.
3. REMOVE THE WATER METER FOR BUILDING 3 FROM THE GUTTER
PAN.
4. STOP THE SEWER EASEMENTS AT THE LAST 8" MANHOLE AND
LABEL THE LATERALS AS PRIVATE.
5. ANYTIME THE SEWER LINE IS 14' DEEP, PROVIDE 1' LAYER OF
VDOT #57 STONE OVER THE PIPE.
6. SHOW A DROP STACK MANHOLE ANY TIME THE INVERT DROP IS
GREATER THAN 2'.
7. SUBMIT AN IRRIGATION METER SIZING FORM.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : RYAN EVANS, P.E./748-1338
NAME OF PLAN : MIDLOTHIAN TOWN CTR APARTMENTS
ADDRESS :
SUBMISSION DATE : DECEMBER 12, 2011
PLAN DATED : DECEMBER 1, 2011
REVIEW DATE : DECEMBER 14, 2011
SITE PLAN NO. : 08PR0423
COMMENTS : 4TH REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS : NO
SUBSTANTIAL : NO
1. IN ACCORDANCE WITH THE PREVIOUS SUBMITTAL COMMENT #1
AND A MEETING ON OCT 3 WITH MATT REMBOLT, BILL JOHNS
AND MYSELF, THIS PLAN CANNOT BE APPROVED UNTIL THE
UTILITIES CONTRACT FOR PROJECT 07-0105 IS TERMINATED
AND RECORDED BY THE OWNER.
2. CLEARLY LABEL THE UTILITIES THAT WERE INSTALLED
PARTIALLY UNDER THE 07-0105 PROJECT AND CLEARLY NOTE
THAT THEY ARE TO BE INSPECTED AND BROUGHT INTO
ACCORDANCE WITH CURRENT SPECIFICATIONS PRIOR TO THEIR
ACCEPTANCE.
3. WHAT IS THE PURPOSE OF MANHOLE 5? REMOVE IT IF
POSSIBLE.
4. SHOW ON THE DEMOLITION PLAN AND THE UTILITY PLAN THE
ABANDONMENT OF THE SEWER STUB COMING OUT OF THE
EXISTING MANHOLE 1.
5. SHOW THE RESTRAINT LENGTHS ON THE PROFILES FOR PIPES
THAT ARE PROPOSED TO BE DEFLECTED BY BENDS.
6. WATERLINE IN FILL MUST BE RESTRAINED JOINT DUCTILE IRON
PIPE.
7. PROVIDE A UTILITY CONSTRUCTION SEQUENCE NARRATIVE.
HOW/WHEN WILL THE IN-SERVICE SEWER LINE BE TAKEN OFFLINE?
8. ACCORDING TO OUR RECORDS, THE SEWER LINE BUILT WITH 07-
0105 IS A 15" PIPE WHEREAS ON THE PLAN IT IS SHOWN AS A
12" PIPE. REVISE AS NECESSARY.
9. CHANGE "VARIABLE WIDTH UTILITY EASEMENT" LABELS TO
"VARIABLE WIDTH WATER AND SEWER EASEMENT" LABELS ON THE
EASEMENT PLAN.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : MIDLOTHIAN TOWN CTR APARTMENTS
ADDRESS :
SUBMISSION DATE : MARCH 23, 2016
PLAN DATED : MARCH 23, 2016
REVIEW DATE : APRIL 1, 016
SITE PLAN NO. : 08PR0423
COMMENTS : 5TH REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS : NO
SUBSTANTIAL : NO
1. AS WE HAVE DISCUSSED, COMMENTS PREVIOUSLY SUBMITTED ON
DECEMBER 14, 2011 WERE NEVER ADDRESSED AND FOR SOME REASON
UTILITIES DID NOT RECEIVE A COPY OF THE SUBMITTAL ON MAY 2
2015. IT IS OUR UNDERSTANDING THAT SUBMITTAL HAD
SIGNIFICANT REVISIONS WITH A NEW PROPERTY OWNER AND
THEREFORE WE ARE VIEWING THIS AS A NEW REVIEW.
2. UTILITIES PROJECT 07-0105 WAS PARTIALLY COMPLETED AND
STILL UNDER CONTRACT WITH MTC EAST, LLC. PRIOR TO THIS PL
BEING APPROVED, THIS CONTRACT MUST BE TERMINATED AND ALL
WORK LEFT INCOMPLETE SHALL BE CLEARLY ASSIGNED TO THE NEW
PROJECT HEREIN.
3. CLEARLY LABEL THE UTILITIES THAT WERE INSTALLED
PARTIALLY UNDER THE 07-0105 PROJECT AND CLEARLY NOTE THAT
THEY ARE TO BE INSPECTED AND BROUGHT INTO ACCORDANCE WITH
CURRENT SPECIFICATIONS PRIOR TO THEIR ACCEPTANCE.
CHESTERFIELD UTILITY INSPECTOR JIMMY MAYES (804-751-4651)
HAS PARTIAL AS-BUILT DRAWINGS DRAWN UP AND CAN BE AVAILABL
TO MEET TO PROVIDE CLARIFICATION ON WHAT HAS BEEN
CONSTRUCTED. ALL UTILITY LINES ON DEMOLITION PLAN SHEET 3
SHOULD BE CLEARLY LABELED WITH THE APPLICABLE COUNTY PROJE
NUMBER.
4. A MISS UTILITY NOTE IS REQUIRED ON THE COVER SHEET.
5. THE CONCRETE THRUST BLOCKING AND DOUBLE CHECK VALVE
ASSEMBLY DETAILS ON SHEET 2 ARE NOT CHESTERFIELD STANDARD
DETAILS AND SHOULD BE REMOVED. PLEASE ALSO REMOVE THE
CLEANOUT DETAIL AS CLEANOUTS ARE NO LONGER PERMITTED ON
PUBLIC SEWER. PROVIDE DETAIL DES-2 STANDARD WATER AND SEW
NOTES. REPLACE DETAIL MAN-10 WITH MAN-16 (INTERIOR DROP
CONNECTION).
6. SHOW ON THE DEMOLITION PLAN AND THE UTILITY PLAN THE
ABANDONMENT OF THE SEWER STUB COMING OUT OF THE EXISTING
MANHOLE 1.
7. CLEARLY LABEL THE SIZE, TYPE OF PIPE, AND COUNTY PROJE
NUMBER FOR ALL EXISTING WATER AND SEWER LINES. THE COUNTY
PROJECT NUMBER AND AS-BUILT INFORMATION CAN BE OBTAINED FR
SWAVAILABILITY@CHESTERFIELD.GOV.
8. AS DISCUSSED, REMOVE THE INVERT AND SLOPE INFORMATION
FOR THE NEW SEWER ON PLAN SHEET 9 AS IT IS INCORRECT.
9. SHOW ANGLES ON THE NEW MANHOLES.
10. EACH NEW WATER, SEWER, OR FIRE PROTECTION LINE SHOULD
BE CLEARLY LABELED AS "PUBLIC" OR "PRIVATE" ON BOTH THE PL
AND PROFILE.
11. OPERATIONS STRONGLY DISCOURAGES THE CROSSING OF PUBLI
WATER AND SEWER LINES WITH PRIVATE LINES. PLEASE ADJUST T
LOCATION OF THE PRIVATE FIRE LINE NEAR STATION 15+40 ON
WATERLINE A SO THAT IT CROSSES THE PARKING LOT TO THE NORT
OF MANHOLE 7.
12. ON SHEET 15, SAN-A, THE ROOF DRAIN CROSSING NEAR MH 5
IS SHOWN MUCH FARTHER FROM THE MANHOLE THAN WHAT IT APPEAR
ON THE PLAN VIEW.
13. FOR MH EX-1, CALL OUT AN INTERIOR DROP CONNECTION PER
MAN-16.
4. COUNTY STANDARDS ONLY REQUIRE THE 12" OF STONE ABOVE TH
PVC SEWER IN AREAS WHERE THE COVER IS 14 FT OR GREATER.
15. BETWEEN MH 6 AND 7, THERE ARE TWO HYDRANT LEAD
CROSSINGS AND A PRIVATE FIRE WATERLINE CROSSING THAT ARE N
SHOWN ON THE PROFILE.
16. BETWEEN MH 5 AND 6, THERE ARE TWO PRIVATE WATER
CROSSINGS NOT SHOWN ON THE PROFILE.
17. SHOW THE RESTRAINT LENGTHS ON THE PROFILES FOR PIPES
THAT ARE PROPOSED TO BE DEFLECTED BY VERTICAL BENDS.
18. WATERLINE IN FILL MUST BE RESTRAINED JOINT CLASS 52
DUCTILE IRON PIPE. THIS APPLIES ON WATERLINE C.
19. THIS PROJECT WILL REQUIRE A TRANSFER OF LIVE FLOW TO
THE NEW SEWER LINE. A NARRATIVE OF THE SEQUENCE NEEDS TO
PROVIDED. IT SHOULD SAY SOMETHING LIKE THAT THE NEW SEWER
MUST BE INSTALLED, TESTED, AND APPROVED BY CHESTERFIELD
COUNTY PRIOR TO DEMOLITION OF THE EXISTING SEWER. THE
DEMOLITION PLAN SHEET 3 IS THE MOST APPROPRIATE PLACE FOR
THIS INFORMATION.
20. ACCORDING TO OUR RECORDS, THE SEWER LINE BUILT WITH 0
0105 IS UPSTREAM OF THE TIE-IN MANHOLE EX 1 IS A 15" PIPE
WHEREAS ON THE PLAN IT IS SHOWN AS A 12" PIPE. REVISE AS
NECESSARY.
21. CHANGE "VARIABLE WIDTH UTILITY EASEMENT" LABELS TO
"VARIABLE WIDTH WATER AND SEWER EASEMENT" LABELS ON THE
EASEMENT PLAN.
22. 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 PROPOSA
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 TW
ITEMS TO THE ATTENTION OF MIKE LARSON
(LARSONM@CHESTERFIELD.GOV). THE BID PROPOSAL MUST BE BASED
ON THE APPROVED SITE PLAN. BE ADVISED THAT IF THE SITE PLA
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.
23. AFTER FINAL SITE PLAN APPROVAL, SUBMIT THREE SETS OF
THE APPROVED PLANS DIRECTLY TO THE UTILITIES DEPARTMENT FO
OUR USE DURING CONSTRUCTION INSPECTION. THIS IS IN
ADDITION TO THE ONE APPROVED SET FROM PLANNING (4 TOTAL
SETS).
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REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : MIDLOTHIAN TOWN CTR APARTMENTS
ADDRESS :
SUBMISSION DATE : MAY 1, 2017
PLAN DATED : APRIL 14, 2017
REVIEW DATE : APRIL 1, 016
SITE PLAN NO. : 08PR0423
COMMENTS : 6TH REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
1. UTILITIES PROJECT 07-0105 WAS PARTIALLY COMPLETED AND
STILL UNDER CONTRACT WITH MTC EAST, LLC. PRIOR TO THIS PL
BEING APPROVED, THIS CONTRACT MUST BE TERMINATED.
*
2. WE HAVE OBSERVED THAT HALF OF BUILDING 8 IS LABELED COM
*CIAL AND THEREFORE MUST HAVE A SEPARATE WATER METER FOR T
COMMERCIAL SIDE.
3. REMOVE THE DETAILS FOR VERTICAL THRUST BLOCKS AND KNOC
DOWN METER BOXES AS THEY ARE NO LONGER ALLOWED. USE DETAI
MET-7 FOR THE 1-1/2" METERS. ALSO, DELETE THE REFERENCE T
*NOCK-DOWN METER BOXES ON NOTE 3, SHEET 9.
4. ON SHEET 3, NOTE 3 ADD THE WORDS "AND TRANSFER OF FLOW
*O THE END OF THE SENTENCE.
5. SHEET 3 STILL HAS A CALL OUT FOR 12" PVC PIPE ON THE S
*R PREVIOUSLY INSTALLED ABOUT 135 FT SOUTH OF MH EX3
6. 12" PVC WATER LINE IS NO LONGER ALLOWED. CHANGE THE M
*RIAL TO 12" DUCTILE IRON ON THE MATERIAL LIST, PLAN VIEW
D PROFILE VIEW CALL OUT. SHOW THE 12" DI PIPE ON THE WATE
INE C PROFILE AS HATCHED.
7. CLEARLY LABEL THE RETAINING WALL BETWEEN MH 9 AND MH 9
ON SHEET 9 AND ON THE PROFILE VIEW. AS NOTED IN THE 9/18/
COMMENTS FROM DENEE TUCK, A LICENSE AGREEMENT IS REQUIRED
R ANY SANITARY SEWER UNDER A RETAINING WALL PRIOR TO THIS
OJECT BEING RELEASED TO CONSTRUCTION. PLEASE CONTACT JOAN
URSON AT 748-1362 TO INITIATE.
8. INSTALL A 20 FT SECTION OF 20" PVC PIPE AS A CASING CE
ERED UNDER THE PROPOSED RETAINING WALL, WHICH WILL ALLOW T
PIPE TO BE REMOVED FROM UNDER THE WALL WITHOUT THE NEED T
RE-BUILD. ENSURE THAT THE PIPE EXTENDS BEYOND THE LIMIT O
GEO-FABRIC LAY BACK. THE CARRIER PIPE MUST BE RESTRAINED
INT DUCTILE IRON PIPE FROM MH 9 TO MH 9A.
9. MOVE THE PRIVATE CLEAN OUT FOR BUILDING 7 OUTSIDE OF TH
EASEMENT.
10. WHAT IS THE FLOW RATE FOR THE BACKWASH OF THE FILTER
* THE NEW POOL? DOES THE POOL EQUIPMENT ROOM NEED ITS OWN
EWER DISCHARGE? WE HAVE FOUND THAT FOR SOME OF THESE EQUI
ENT ROOMS THAT THE BACKWASH RATE EXCEEDS THE CAPACITY OF A
" LINE AND IT IS NECESSARY TO DESIGN AN EQUALIZATION TANK
INSTALL A LARGER SEWER.
11. A SEPARATE WATER METER SIZING FORM IS REQUIRED FOR EA
BUILDING PLUS THE IRRIGATION METER. PLEASE VERIFY IF THE
UILDINGS HAVE ANY HOSE BIBS OR SERVICE SINKS, WHICH ARE NO
INDICATED ON THE CURRENT METER SIZING FORMS. WE RECOMMEND
HAT ALL APARTMENT BUILDINGS HAVE AT LEAST A 1-1/2" METER T
AVOID FLOW RESTRICTIONS. THE CONNECTION FEE IS BASED ON T
NUMBER OF UNITS, NOT THE METER SIZE FOR APARTMENTS.
*
12. AFTER FURTHER REVIEW, THE ORIENTATION OF THE ALIGNMEN
*F SEWER FROM MH EX13 TO MH 9 IS NOT ACCEPTABLE AS THE CLO
"U" SHAPE WILL RESULT IN MAINTENANCE DIFFICULTIES. ADDIT
NALLY, THERE IS A PROBLEM THAT TREES ARE SHOWN IN THE SEWE
EASEMENT ON THE LANDSCAPE PLAN (NOT ALLOWED), BUT ACCORDIN
TO JEFF LAMSON THE TREES ARE A REQUIREMENT OF ZONING. THE
EST SOLUTION IS TO SET A NEW DOGHOUSE MANHOLE IN WINTERFIE
ROAD AND BRING THE SEWER STRAIGHT THROUGH BETWEEN BUILDIN
6 AND 7. THE MEANS OF PAVEMENT RESTORATION MUST BE APPROV
BY VDOT, CONTACT JON PHILLIPE.
13. THE 12 INCHES OF STONE OVER THE PIPE IS NOT REQUIRED
E*WEEN MH 9A AND MH 8.
14. ON ANOTHER APARTMENT BUILDING COMPLEX THAT WAS COMPL
E* LAST YEAR, THE OWNERS RECOGNIZED SIGNIFICANT COST SAVIN
BY SWITCHING TO THE FIR-1B STYLE OF SPRINKLER SYSTEMS. B
KFLOW PREVENTERS FOR FIRE SYSTEMS ARE NOW ALLOWED INSIDE T
BUILDING IF THE MAIN IS RELATIVELY CLOSE TO THE BUILDING
ENERALLY ABOUT 50 FEET). I SPOKE TO ANTHONY BATTEN IN FIR
AND HE HAS INDICATED THAT THIS MAY BE POSSIBLE TO ACHIEVE
TH SOME STRATEGIC LOCATION OF THE HYDRANTS AND FDCS.
15. INCLUDE MANHOLE INSERTS IN THE MATERIALS QUANTITY LIS
FOR BOTH NEW MANHOLES AND MANHOLES INSTALLED UNDER 07-0461
THAT ARE NOT BEING ABANDONED/REMOVED.
*
16. PLEASE SUBMIT A PDF OF THE PROPOSED REVISIONS TO MIKE
ARSON PRIOR TO MAKING A PAPER SUBMISSION. IF THE STATUS O
THE REVISIONS LEFT TO MAKE AFTER THE PDF SUBMISSION IS MIN
, THEN WE MAY AGREE TO A TABLE REVIEW.
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REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER: 08PR0423
LATEST PLAN DATE: 06/16/08
DEPT. REC'D. DATE: 06/27/08
SUBMITTAL NUMBER: ONE
REVIEW DATE: 07/03/08
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: RIGHT-OF-WAY DEDICATION (ROUTE 60)
1. ADDRESS PHASE 2 IMPROVEMENTS PER THE APPROVED PHASING
PLAN. THIS WOULD REQUIRE THE DEVELOPER TO ADDRESS
CONDITIONS 8A, E, AND F OF ZONING CASE 03SN0316.
2. BASED ON SITE PLAN SUBMITTALS, THE REMAINING DENSITY IS
67,987 SF OF SHOPPING CENTER, 10,000 SF OF GENERAL OFFICE,
18,000 SF OF HIGH TURNOVER (SIT-DOWN) RESTAURANT, AND 5
APARTMENTS OR EQUIVALENT DENSITY AS APPROVED BY THE
TRANSPORTATION DEPARTMENT.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER: 08PR0423
LATEST PLAN DATE: 09/03/08
DEPT. REC'D. DATE: 09/05/08
SUBMITTAL NUMBER: TWO
REVIEW DATE: 09/16/08
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES (NEED PHASING PLAN REVISION)
PLAT PROCESSING: NO
1. PRIOR TO SITE PLAN APPROVAL, THE PHASING PLAN SHALL BE
REVISED BY THE APPLICANT AND APPROVED BY CDOT. CURRENTLY,
THE PHASING PLAN REQUIRES THE APARTMENTS ("PHASE 2
DEVELOPMENT") TO PROVIDE PAVEMENT WIDENING AND TRAFFIC
SIGNAL MODIFICATIONS ALONG ROUTE 60. CDOT WOULD SUPPORT
REVISING THE PHASING PLAN TO NOTE NO IMPROVEMENTS WITH THI
SITE PLAN; HOWEVER, THE PHASING PLAN SHALL BE REVISED FOR
SUBSEQUENT PHASES AND ASSOCIATED ROAD IMPROVEMENTS PER
ZONING CASE 03SN0316 CONDITIONS 8 AND 9. NOTE THAT ANY
ACCESS TO ROUTE 60 WILL REQUIRE ALL ROAD IMPROVEMENTS TO
ROUTE 60 PER CONDITION 9.
2. BASED ON SITE PLAN SUBMITTALS, THE REMAINING DENSITY IS
179,878 SF OF SHOPPING CENTER, 10,000 SF OF GENERAL OFFICE
18,000 SF OF HIGH TURNOVER (SIT-DOWN) RESTAURANT, AND 5
APARTMENTS OR EQUIVALENT DENSITY AS APPROVED BY THE
TRANSPORTATION DEPARTMENT. THE ABOVE DENSITY ACCOUNTED FO
DEVELOPMENT OF MIDLOTHIAN TOWN CENTER SECTIONS I, II, AND
III (08PR0391 AND 08PR392) WITH THE AGREED DAYCARE
EQUIVALENCY TO RETAIL (14,080 SF).
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER: 08PR0423
LATEST PLAN DATE: 08/26/11
DEPT. REC'D. DATE: 08/31/11
SUBMITTAL NUMBER: THREE
REVIEW DATE: 09/21/11
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: YES - OFFSITE R/W FOR RIGHT TURN LANE
1. PRIOR TO ANY SITE PLAN APPROVAL, SITE PLAN CASE 08PR032
MIDLOTHIAN TURNPIKE IMPROVEMENTS/ACCESS DRIVE SHALL BE
APPROVED. ENSURE SITE PLAN CASE 08PR0327 INCLUDES ALL
IMPROVEMENTS REQUIRED BY THE APPROVED PHASING PLAN.
2. PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY FOR
"PHASE 2 DEVELOPMENT", ROAD IMPROVEMENTS IDENTIFIED AS
"PHASE 2 IMPROVEMENTS" SHALL BE COMPLETED AS REQUIRED PER
THE PLANNING COMMISSION APPROVED PHASING PLAN. THIS
INCLUDES THE CONSTRUCTION OF A RIGHT TURN LANE ALONG
WESTBOUND LANES OF ROUTE 60 AT THE WINTERFIELD ROAD
INTERSECTION, WHICH MAY REQUIRE ACQUISITION OF OFF-SITE
RIGHT-OF-WAY.
3. SHEET 7, REVISIT NOTES CONCERNING 51ST CERTIFICATE OF
OCCUPANCY AND THE APPROVED PHASING PLAN. THESE NOTES DO
NOT APPEAR TO BE CONSISTENT WITH THE APPROVED
TRANSPORTATION PHASING PLAN. REVISE ACCORDINGLY.
4. BASED ON SITE PLAN SUBMITTALS, THE REMAINING DENSITY IS
181,454 SF OF SHOPPING CENTER, 10,000 SF OF GENERAL OFFICE
18,000 SF OF HIGH TURNOVER (SIT-DOWN) RESTAURANT, AND 13
APARTMENTS OR EQUIVALENT DENSITY AS APPROVED BY CDOT. THE
ABOVE DENSITY ACCOUNTED FOR DEVELOPMENT OF MIDLOTHIAN TOWN
CENTER SECTIONS I, II, AND III (08PR0391 AND 08PR392) WITH
THE AGREED DAYCARE EQUIVALENCY TO RETAIL (14,080 SF).
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER: 08PR0423
LATEST PLAN DATE: 12/01/11
DEPT. REC'D. DATE: 12/07/11
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 12/19/11
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: YES - OFFSITE R/W FOR RIGHT TURN LANE
1. PRIOR TO ANY SITE PLAN APPROVAL, SITE PLAN CASE 08PR032
MIDLOTHIAN TURNPIKE IMPROVEMENTS/ACCESS DRIVE SHALL BE
APPROVED. ENSURE SITE PLAN CASE 08PR0327 INCLUDES ALL
IMPROVEMENTS REQUIRED BY THE APPROVED PHASING PLAN.
2. PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY FOR
"PHASE 2 DEVELOPMENT", ROAD IMPROVEMENTS IDENTIFIED AS
"PHASE 2 IMPROVEMENTS" SHALL BE COMPLETED AS REQUIRED PER
THE APPROVED PHASING PLAN. THIS INCLUDES THE CONSTRUCTION
OF A RIGHT TURN LANE ALONG WESTBOUND LANES OF ROUTE 60 AT
THE WINTERFIELD ROAD INTERSECTION, WHICH MAY REQUIRE
ACQUISITION OF OFF-SITE RIGHT-OF-WAY.
3. SHEET 8, REVISE NOTES CONCERNING ACCESS TO MIDLOTHIAN
TURNPIKE TO BE CONSISTENT WITH APPROVED TRANSPORTATION
PHASING PLAN. PLANS WILL NOT BE APPROVED WITH NOTES AS
PROVIDED.
4. BASED ON SITE PLAN SUBMITTALS, THE REMAINING DENSITY IS
181,454 SF OF SHOPPING CENTER, 10,000 SF OF GENERAL OFFICE
18,000 SF OF HIGH TURNOVER (SIT-DOWN) RESTAURANT, AND 13
APARTMENTS OR EQUIVALENT DENSITY AS APPROVED BY CDOT. THE
ABOVE DENSITY ACCOUNTED FOR DEVELOPMENT OF MIDLOTHIAN TOWN
CENTER SECTIONS I, II, AND III (08PR0391 AND 08PR392) WITH
THE AGREED DAYCARE EQUIVALENCY TO RETAIL (14,080 SF).
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER: 08PR0423
LATEST PLAN DATE: 05/29/15
DEPT. REC'D. DATE: 05/29/15
SUBMITTAL NUMBER: FIVE
REVIEW DATE: 06/11/15
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: YES - OFFSITE R/W FOR RIGHT TURN LANE
1. PRIOR TO ANY SITE PLAN APPROVAL, SITE PLAN CASE 08PR032
MIDLOTHIAN TURNPIKE IMPROVEMENTS/ACCESS DRIVE SHALL BE
APPROVED. ENSURE SITE PLAN CASE 08PR0327 INCLUDES ALL
IMPROVEMENTS REQUIRED BY THE APPROVED PHASING PLAN.
2. PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY FOR
"PHASE 2 DEVELOPMENT", ROAD IMPROVEMENTS IDENTIFIED AS
"PHASE 2 IMPROVEMENTS" SHALL BE COMPLETED AS REQUIRED PER
THE APPROVED PHASING PLAN. THIS INCLUDES THE CONSTRUCTION
OF A RIGHT TURN LANE ALONG WESTBOUND LANES OF ROUTE 60 AT
THE WINTERFIELD ROAD INTERSECTION, WHICH MAY REQUIRE
ACQUISITION OF OFF-SITE RIGHT-OF-WAY.
3. SHEET 8, REVISE NOTES CONCERNING ACCESS TO MIDLOTHIAN
TURNPIKE TO BE CONSISTENT WITH APPROVED TRANSPORTATION
PHASING PLAN. PLANS WILL NOT BE APPROVED WITH NOTES AS
PROVIDED.
4. ADVISORY COMMENT: UPON APPROVAL OF THIS SITE PLAN, THE
REMAINING DENSITY WILL BE 289,158 SF OF SHOPPING CENTER,
10,000 SF OF GENERAL OFFICE, 18,000 SF OF HIGH TURNOVER
(SIT-DOWN) RESTAURANT, AND 13 APARTMENTS OR EQUIVALENT
DENSITY AS APPROVED BY CDOT.
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER: 08PR0423
LATEST PLAN DATE: 03/23/16
DEPT. REC'D. DATE: 03/25/16
SUBMITTAL NUMBER: SIX
REVIEW DATE: 04/15/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
1. PRIOR TO ANY SITE PLAN APPROVAL, SITE PLAN CASE 08PR032
MIDLOTHIAN TURNPIKE IMPROVEMENTS/ACCESS DRIVE SHALL BE
APPROVED. ENSURE SITE PLAN CASE 08PR0327 INCLUDES ALL
IMPROVEMENTS REQUIRED BY THE APPROVED PHASING PLAN.
2. PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY FOR
"PHASE 2 DEVELOPMENT", ROAD IMPROVEMENTS IDENTIFIED AS
"PHASE 2 IMPROVEMENTS" SHALL BE COMPLETED AS REQUIRED PER
THE APPROVED PHASING PLAN. THIS INCLUDES THE CONSTRUCTION
OF A RIGHT TURN LANE ALONG WESTBOUND LANES OF ROUTE 60 AT
THE WINTERFIELD ROAD INTERSECTION, WHICH MAY REQUIRE
ACQUISITION OF OFF-SITE RIGHT-OF-WAY.
3. ADVISORY COMMENT: UPON APPROVAL OF THIS SITE PLAN, THE
REMAINING DENSITY WILL BE 289,158 SF OF SHOPPING CENTER,
10,000 SF OF GENERAL OFFICE, 18,000 SF OF HIGH TURNOVER
(SIT-DOWN) RESTAURANT, AND 13 APARTMENTS OR EQUIVALENT
DENSITY AS APPROVED BY CDOT.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: MTC APARTMENTS - PHASING PLAN ONLY
SITE PLAN NUMBER: 08PR0423
DEPT. REC'D. DATE: 10/17/16
SUBMITTAL NUMBER: SEVEN - PHASING PLAN ONLY
REVIEW DATE: 10/27/16
RECOMMENDATION: APPROVED
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER: 08PR0423
LATEST PLAN DATE: 04/28/17
DEPT. REC'D. DATE: 05/02/17
SUBMITTAL NUMBER: SEVEN
REVIEW DATE: 05/03/17
RECOMMENDATION: NOT APPROVED (PENDING OTHER PLANS)
TABLE REVIEW: YES (PENDING OTHER SITE PLANS)
.
1. PRIOR TO ANY SITE PLAN APPROVAL, SITE PLAN CASES
16PR0102 MIDLOTHIAN TPK RIGHT TURN LANE & 17PR0204
MIDLOTHIAN TPK IMPROVEMENTS SHALL BE APPROVED. ROAD
IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE COMPLETED PRIOR
TO ISSUANCE OF OCCUPANCY IN ACCORDANCE WITH PROFFERED COND
1B OF CASE 17SN0760 & APPROVED TRANSPORTATION PHASING PLAN
(APPORVED BY PLANNING COMMISSION 11/15/16).
.
2. ADVISORY COMMENT: UPON APPROVAL OF THIS SITE PLAN, THE
REMAINING DENSITY WILL BE 289,158 SF OF SHOPPING CENTER,
10,000 SF OF GENERAL OFFICE, 18,000 SF OF HIGH TURNOVER
(SIT-DOWN) RESTAURANT, AND 13 APARTMENTS OR EQUIVALENT
DENSITY AS APPROVED BY CDOT.
==========================================================
==========================================================
REVIEWER / PHONE #-----JEFF LAMSON / (804)751-4158
NAME OF PLAN-----------MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER-------08PR0423
ADDRESS----------------1300 WINTERFIELD ROAD
LATEST PLAN DATE-------6-16-08
DEPT. REC'D. DATE------6-25-08
SUBMITTAL NUMBER-------1
REVIEW DATE------------7-24-08
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW-----------NO
LANDSCAPE PLAN STATUS-- NOT YET SUBMITTED
ARCHITECTURAL ELEVATIONS- REVISIONS REQUIRED -
LIGHTING PLAN/CUTSHEETS--- NOT YET SUBMITTED
IRRIGATION/HOSEBIB PLAN--- NOT YET SUBMITTED
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. USE THE SPACES
BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. BE SURE TO INDICATE WHICH SHEETS SHOW THE
REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO DESCRIBE
ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF REVIEW
COMMENTS.
(CL X.X REPRESENTS CHECKLIST ITEM NUMBER)
----------------------------------------------------------
SITE INFORMATION AND REQUIRED NOTES:
----------------------------------------------------------
2. INDICATE DEVELOPMENT DISTRICT: EMERGING GROWTH
3. FOR APARTMENT PROJECTS, LIST THE TOTAL NUMBER OF PROPOS
APARTMENTS AND THE NUMBER OF ONE, TWO AND THREE BEDROOM
UNITS. TOTAL NUMBER OF APARTMENT UNITS 251 IS MAXIMUM
DENSITTY PERMITTED. NOTE A MAXIMUM OF TEN (10) 3(THREE)
BEDROOM UNITS ARE PERMITTED PER ZONING.
4. DENSITY - PROVIDE CONDITIONS OF ZONING FOR DENSITY ON T
SITE PLAN:
"THERE SHALL BE A MAXIMUM OF TWO HUNDRED FIFTY-ONE (251)
DWELLING UNITS. PROVIDED FURTHER, A MAXIMUM OF TEN (10) O
THOSE DWELLING UNITS MAY CONTAIN MORE THAN TWO (2) BEDROOM
BUT IN NO EVENT SHALL ANY DWELLING UNIT CONTAIN MORE THAN
THREE (3) BEDROOMS. (CASE 03SN0316 PROFFERED CONDITION 13
5. PROVIDE THE CHESTERFIELD COUNTY SITE PLAN NUMBER
(08PR0423) IN THE LOWER RIGHT CORNER OF EACH SHEET. (CL B.
----------------------------------------------------------
USE:
----------------------------------------------------------
6. REVISE BUILDING 8 TO INDICATE FIRST FLOOR RETAIL ALONG
ENTIRE SOUTH ELEVATION (FRONTING THE NORTH SIDE OF THE
WINTERFIELD ROAD ENTRANCE) PER CONDITION 24 OF 03SN0316.
----------------------------------------------------------
SETBACKS AND EXCEPTIONS TO ORDINANCE STANDARDS:
----------------------------------------------------------
7. ON THE SITE PLAN, OR TITLE SHEET, LIST EXCEPTIONS TO
ORDINANCE REQUIREMENTS:
7A. A THIRTEEN (13) UNIT PER ACRE EXCEPTION TO THE
RESIDENTIAL DENSITY LIMITATION OF FOURTEEN (14) UNITS PER
ACRE TO PERMIT A MAXIMUM OF RESIDENTIAL DENSITY OF TWENTY-
SEVEN (27) UNITS PER ACRE. (CASE 03SN0316 TEXTUAL STATEMEN
8.) (EXCEPTION TO SEC 19-159 (J)(2)(C))
(NOTE: 246 PROPOSED UNITS REQUIRES 9.1 GROSS ACRES
PARCEL ACREAGE = 8.12 AC
WINTERFIELD RIGHT OF WAY DEDICATED = 1.125 AC
GROSS ACREAGE = 8.12+1.125 = 9.245 GROSS AC)
7B. AN EXCEPTION TO THE REQUIREMENT THAT NO MORE THAN 30%
THE SITE GROSS ACREAGE BE USED FOR R-MF USE TO PERMIT A
MAXIMUM OF 33% OF THE SITE GROSS ACREAGE BE USED FOR R-MF
USE. (CASE 03SN0316 TEXTUAL STATEMENT 5.)
(EXCEPTION TO SEC 19-159 (J)(1))
7C. A THIRTY-FOUR ACRE EXCEPTION TO THE REQUIREMENT THAT C
ZONING CONTAIN A MINIMUM OF SIXTY-SEVEN (67) ACRES TO PERM
R-MF USES IN A MULTI-USE DEVELOPMENT. (CASE 03SN0316 TEXT
STATEMENT 6.) (EXCEPTION TO SEC 19-159 (J)(2)(B) )
7D. A TEN ACRE (10) ACRE EXCEPTION TO THE REQUIREMENT THE
R-MF USES CONTAIN A MINIMUM OF TWENTY (20) ACRES. (CASE
03SN0316 TEXTUAL STATEMENT 7.) (EXCEPTION TO SEC 19-111 (A
7E. AN EXCEPTION TO THE REQUIREMENT THAT CONSTRUCTION BEGI
ON A MINIMUM OF FIFTY (50%) PERCENT OF THE GROSS SITE AREA
DEVOTED TO NON-RESIDENTIAL USES BEFORE CONSTRUCTION OF R-M
USES. (CASE 03SN0316 TEXTUAL STATEMENT 12.)
(EXCEPTION TO SEC 19-159 (J)(2)(A))
8. ON THE SITE PLAN CITE EXCEPTION TO BUILDING SEPARATION
FOR RESIDENTIAL MULTIFAMILY BUILDINGS:
AN EXCEPTION TO THE REQUIREMENT THAT THE MINIMUM DISTANCE
BETWEEN BUILDINGS SHALL BE THIRTY (30) FEET PLUS FIVE FEET
FOR EACH STORY ABOVE THREE (3) STORIES.
(CASE 03SN0316 TEXTUAL STATEMENT 15.)
(EXCEPTION TO SEC 19-111 (E)) ( NOTE: BUILDING CODES STILL
APPLY)
9. ON THE SITE PLAN CITE RECREATIONAL AREA USE EXCEPTION F
RESIDENTIAL MULTIFAMILY DEVELOPMENTS:
AN EXCEPTION TO THE REQUIREMENT THAT AN AREA ACCESSIBLE TO
AND INCLUDED WITHIN THE DEVELOPMENT OF NOT LESS THAN TEN (
PERCENT OF GROSS ACREAGE SHALL BE PROVIDED FOR SUITABLE
RECREATIONAL USE AND IN NO EVENT LESS THAN 1-1/2 ACRES BE
PROVIDED. (CASE 03SN0316 TEXTUAL STATEMENT 16.) (EXCEPTION
SEC 19-111 (I))
10. ON THE SITE PLAN ,CITE EXCEPTION TO BUILDING ORIENTATI
FOR RESIDENTIAL MULTIFAMILY DEVELOPMENTS:
AN EXCEPTION TO THE REQUIREMENT THAT APARTMENT BUILDINGS
CONSTRUCTED ALONG AN ADJACENT OR INTERNAL PUBLIC ROAD FRON
THAT ROAD. (CASE 03SN0316 TEXTUAL STATEMENT 16.) (EXCEPTI
TO SEC 19-111 (D))
11. SETBACKS EXCEPTIONS - ON THE SITE PLAN, LIST APPLICABL
SETBACK EXCEPTIONS GRANTED BY CASE 03SN0316
11.A. A TWENTY-FIVE (25) FOOT EXCEPTION TO THE TWENTY-FIVE
(25) FOOT SETBACK REQUIREMENT ADJACENT TO WINTERFIELD ROAD
(CASE 03SN0316 TEXTUAL STATEMENT 2. )
NOTE: CASE 03SN0316 PROFFERED CONDITION 21 REQUIRES: "STRE
TREES SHALL BE PLANTED ADJACENT TO MIDLOTHIAN TURNPIKE AND
WINTERFIELD ROAD." SUFFICIENT ROOM BETWEEN THE BUILDING AN
RIGHT OF WAY WILL BE REQUIRED FOR THE REQUIRED STREET TREE
11.B. A FIFTY (50) FOOT EXCEPTION TO THE FIFTY (50) FOOT
SETBACK REQUIREMENT FROM WINTERFIELD ROAD AND THE NORTHERN
PROPERTY LINE FOR ANY RMF USE. (CASE 03SN0316 TEXTUAL
STATEMENT 3.) (EXCEPTION TO SEC 19-111 (D))
11.C. A TWENTY-FIVE (25) FOOT EXCEPTION TO THE TWENTY-FIVE
(25) FOOT SETBACK REQUIREMENT FROM INTERIOR DRIVEWAYS FOR
RESIDENTIAL BUILDINGS FOR MULTI-FAMILY. (CASE 03SN0316
TEXTUAL STATEMENT 10.) (EXCEPTION TO SEC 19-111 (D))
11.D. A FIFTEEN (15) FOOT EXCEPTION TO THE REQUIREMENT THA
ALL RESIDENTIAL STRUCTURES, INCLUDING ACCESSORY STRUCTURES
BE LOCATED AT LEAST FIFTEEN (15) FEET FROM ANY PARKING SPA
(CASE 03SN0316 TEXTUAL STATEMENT 14.)
(EXCEPTION TO SEC 19-111 (D))
12. PROVIDE SETBACK DISTANCE FROM LIMITS OF RIGHT OF WAY T
PARKING AND TO BUILDINGS. LABEL THE ULTIMATE RIGHT OF WAY
AS SETBACKS MAY BE REDUCED UNDER CERTAIN CONDITIONS, EXPL
ON SITE PLAN THE CONDITIONS FOR ESTABLISHING THE SETBACKS.
(CL A.3.)
13. ON THE SITE PLAN CITE THE FIFTEEN (15) UNIT EXCEPTION
TO THE TEN (10) DWELLING UNITS PER FLOOR LIMITATION TO PER
A MAXIMUM OF TWENTY-FIVE (25) UNITS PER FLOOR. (CASE 03SN0
TEXTUAL STATEMENT 9.) (EXCEPTION TO SEC. 19-111 (C).)
----------------------------------------------------------
PARKING AND PARKING LOT REQUIREMENTS:
----------------------------------------------------------
14. ON THE SITE PLAN PROVIDE CALCULATIONS USED TO DETERMIN
SITE-PARKING REQUIREMENTS, INCLUDE THE EXCEPTIONS TO THE
REQUIRED NUMBER OF PARKING SPACES FOR:
A. R-MF HOUSING. EXEPTION REDUCES THE REQUIRED PARKING SPA
FROM 2 PARKING SPACES PER DWELLING UNIT TO 1.5 PARKING SPA
PER DWELLING UNIT. (CASE 03SN0316 TEXTUAL STATEMENT 4.)
B. COMMERCIAL SHOPPING CENTER. EXCEPTION REDUCES THE NUMB
OF REQUIRED SPACES FROM 4.4 PARKING SPACES PER ONE THOUSAN
(1000)SQUARE FEET OF GROSS FLOOR AREA TO 3.74 PARKING SPAC
PER ONE THOUSAND (1000) SQUARE FEET OF GROSS FLOOR AREA.
(CASE 03SN0316 TEXTUAL STATEMENT 4.)
15. CITE EXCEPTION TO THE REQUIRED DRIVE WIDTH . A FOUR (4
FOOT EXCEPTION TO THE THIRTY (30) FOOT PUBLIC ACCESS ROAD
REQUIREMENT FOR RESIDENTIAL UNITS TO ALLOW A TWENTY-SIX (2
FOOT WIDE PUBLIC ACCESS ROAD ACCESS. (CASE 03SN0316 TEXTUA
STATEMENT 11.) (EXCEPTION TO SEC 19-111 (H))
16. PROVIDE STATEMENT THAT ACCESSIBLE PARKING AND ACCESSIB
ROUTE REQUIREMENTS FOR THE SITE WILL BE PROVIDED IN
ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. COORDINA
ACCESSIBILITY REQUIREMENTS WITH BUILDING ARCHITECTS.
17. PROVIDE DETAIL FOR BUMPER BLOCK INSTALLATION AT HANDIC
SPACES.
(C.L. B.4.)
----------------------------------------------------------
ACCESS EASEMENTS:
----------------------------------------------------------
18. SHARED ACCESS ROADS REQUIRE CROSS-EASEMENT
AGREEMENTS.PROVIDE DEED BOOK AND PAGE NUMBER OF RECORDED
AGREEMENT FOR VERIFICATION. (C.L. D1.)
----------------------------------------------------------
SCREENING OF SOLID WASTE STORAGE AREAS SEC. 19-503:
----------------------------------------------------------
19. PROVIDE DETAIL OF SIGN STATING THAT THE DUMPSTER MAY O
BE SERVICED BETWEEN THE HOURS OF 6 A.M. AND 9 P.M.
(SEC. 19-503)
----------------------------------------------------------
DESIGN OBJECTIVES:
----------------------------------------------------------
20. REVISE PLANS TO INDICATE AND PROVIDE DETAILS OF SITE
PLANNING ELEMENTS AND ARCHITECTURAL FEATURES AS REQUIRED B
THE STANDARDS CONTAINED IN "EXHIBIT A" PER CONDITION 2 AND
PROFFERED CONDITIONS 15. ARCHITECTURAL TREATMENT ,
16. DESIGN GUIDELINES , 21. SIDEWALKS, AND 22. LIGHTING.
CONDITION 2 CASE 03SN0316
2. EXCEPT AS OUTLINED IN THE TEXTUAL STATEMENT, WHERE
THE STANDARDS OUTLINED IN EXHIBIT A CONFLICT WITH THE
STANDARDS OF THE ZONING ORDINANCE THE MORE STRICT OR
HIGHER STANDARDS SHALL APPLY. (CASE 03SN0316 CONDITION
2.)
PROFFERED CONDITION 16:
16. DESIGN GUIDELINES. THE SITE SHALL BE DESIGNED AS
GENERALLY DEPICTED ON EXHIBIT C AND IN ACCORDANCE WITH
EXHIBIT A. HOWEVER, THE EXACT LOCATION OF BUILDINGS
AND PARKING MAY BE MODIFIED PROVIDED THAT THE GENERAL
INTENT OF THE PLAN IS MAINTAINED WITH RESPECT TO
CREATING A PEDESTRIAN ENVIRONMENT CENTERED AROUND A
MAIN STREET AS DESCRIBED IN PROFFERED CONDITION 21;
BUILDINGS FRONTING MIDLOTHIAN TURNPIKE AND WINTERFIELD
ROAD WITH NO PARKING OR DRIVEWAYS LOCATED BETWEEN THE
BUILDINGS AND THE ROADS; USES HAVING A FOCAL POINT
CENTERED AROUND THE POND DESCRIBED IN PROFFERED
CONDITION 12; AND LANDSCAPING IN A MANNER THAT ENHANCES
THE PEDESTRIAN ENVIRONMENT. COMMERCIAL BUILDINGS
ADJACENT TO MIDLOTHIAN TURNPIKE AND WINTERFIELD ROAD
SHALL HAVE A TRADITIONAL STOREFRONT DESIGN WITH DISPLAY
WINDOWS. (P) (CASE 03SN0316 PROFFERED CONDITION 16.)
*(NOTE: EXHIBIT A IS THE DESIGN GUIDELINE BOOKLET TITLED
DESIGN GUIDELINES FOR WINTERFIELD VILLAGE PREPARED BY
RANDALL-PAULSON ARCHITECTS DATED JANUARY 15, 2004. REFER
"REVISED EXHIBIT A" FOR DESIGN FEATURES TO BE IMPLEMENTED
COMPLIANCE WITH THE DESIGN CRITERIA FOR THE DEVELOPMENT.
EXHIBIT A DESIGN GUIDELINE OBJECTIVES
PAGE 1.2 INTRODUCTION - INCLUDES THE FOLLOWING:
"THE VILLAGE CHARACTER WILL BE EXPRESSED IN THE SITE
PLANNING, BUILDING MATERIALS, BUILDING PROPORTIONS,
LANDSCAPING, HARDSCAPING, PEDESTRIAN AMENITIES, AND
SIGNAGE. THE ARCHITECTURE AND LANDSCAPING IN THIS MIX
USED DEVELOPMENT WILL HAVE THE FOLLOWING GENERAL
CHARACTERISTICS:
· INTIMATE SPACES WITH RICH ARCHITECTURAL AND
LANDSCAPING DETAILS AT A HUMAN PEDESTRIAN SCALE;
· SCALE AND PROPORTIONS OF BUILDINGS AND DETAILS;
· EXPRESSIVE BUILDING DETAILS IN THE FACADES AND
ENTRIES THAT INCLUDE VERTICAL TOWER ELEMENTS,
PORTICOES, BALCONIES AND CUPOLAS;
· ARCHITECTURAL AND LANDSCAPE FEATURES THAT CREATE
SHADED AREAS WITH AWNINGS, TRELLISES AND PORCHES;
· PUBLIC GATHERING SPACES AND GREEN PARKS WITH
LANDSCAPING,FURNISHINGS, LIGHTING AND
WATERFEATURES;"
----------------------------------------------------------
ARCHITECTURE AND SITE AMENITIES
----------------------------------------------------------
21. ALONG WINTERFIELD ROAD, REVISE BUILDINGS AND/ OR LAYOU
IN ORDER TO PROVIDE "HARDSCAPED" COURTYARDS, INCLUDING
WALKWAYS, BENCHES, LIGHTING, LANDSCAPING AND OTHER
PEDESTRIAN AMENITIES IN ACCORDANCE WITH CONDITIONS OF ZONI
AND THE PROFFERED DESIGN CRITERIA (EXHIBIT A) OF CASE
03SN0316.( PROFFERED CONDITIONS 15, 16; EXHIBIT A DESIGN
GUIDELINES , PAGE 2, PAGE 2.2.2 "RESIDENTIAL COURTYARD"
CASE 03SN0316; )
CASE 03SN0316 PROFFERED CONDITION 15:
"THE ARCHITECTURAL TREATMENT OF THE BUILDINGS SHALL BE
COMPATIBLE AND CONSISTENT WITH THE GRAPHICS IDENTIFIED
AS EXHIBIT A."
CAPTION TO "RESIDENTIAL COURTYARD" WINTERFIELD ROAD
IMAGE:"COURTYARDS FEEDING OFF OF SIDEWALKS WILL FEATURE
WATER ELEMENTS,LANDSCAPING, AND BENCHES TO PROVIDE
SEMI-PRIVATE AREAS TO REST OR PLAY.SHADE TREES WILL
PROVIDE COMFORT IN THE WARMER MONTHS AND HELP SCREEN
RESIDENCES."
22. REVISE ELEVATIONS TO BE COMPATIBLE AND CONSISTENT WITH
THE GRAPHICS IN EXHIBIT A. PER CONDITION 15 OF CASE 03SN03
CASE 03SN0316 PROFFERED CONDITION 15:
"15.THE ARCHITECTURAL TREATMENT OF THE BUILDINGS SHALL BE
COMPATIBLE AND CONSISTENT WITH THE GRAPHICS IDENTIFIED
AS EXHIBIT A."
THE OVERALL BUILDING FORM AND DETAILS SHALL REFLECT A
CONSISTENT STYLE OF TRADITIONAL VIRGINIA ARCHITECTURE AS
IDENTIFIED ON PAGE 1.2.2 OF EXHIBIT A.:
"THE ARCHITECTURE OF WINTERFIELD VILLAGE DRAWS UPON THE
TRADITIONAL ARCHITECTURE OF REGIONAL BUILDING TYPOLOGIES."
THOUGH THE INDIVIDUAL BUILDING FORMS AND STYLE MAY VARY FR
BUILDING TO BLDNG WITHIN THE RANGE OF TRADITIONAL VIRGINIA
ARCHITECTURE, EACH BUILDING SHALL REPRESENT A SINGLE
TRADITIONAL STYLE. MASSING, SCALE , FORMS, MATERIALS AND
DETAILS OF THE STYLE SHALL BE REPRESENTATIVE OF THE STYLE
SELECTED AND IN ACCORDANCE WITH THE DESIGN OBJECTIVES
DEPICTED IN EXHIBIT A.
22.A. REVISE CHIMNEYS TO BE BRICK PER EXHIBIT A PAGE 3.1.1
22.B. PROVIDE APPROPRIATE PERIOD DETAILS FOR COLUMNS,
RAILINGS, MOULDINGS, WINDOW CASINGS, ENTRANCES AND DOORS,
EXHIBIT A GRAPHICS INCLUDING PAGES 3.1.2, 3.1.3,3.1.5, 3.1
22.C. PROVIDE BALCONIES ON THE WINTERFIELD ROAD ELEVATION
CONDITION 15, EXHIBIT A PAGE 2, AND EXHIBIT A PAGE 3.1.4
23. REVISE SOUTH ELEVATION OF BUILDING 8 TO PROVIDE
STOREFRONT ACROSS THE ENTIRE FIRST FLOOR PER CONDITION 24
03SN0316.
24. PROVIDE ELEVATIONS AND DETAILS OF PARKING DECK
DEMONSTRATING COMPLIANCE WITH STANDARDS CONTAINED IN "EXHI
A" PER CONDITION 2 AND PROFFERED CONDITIONS 15. ARCHITECTU
TREATMENT , 16. DESIGN GUIDELINES .
25. RETAINING WALLS - COMPLIANCE WITH THE RETAINING WALL
ORDINANCE SECTION SEC 19-570.1 IS REQUIRED:
SPECIFY WALL MATERIAL AND COLOR PER SECTION 19-570.1 (A)
SPECIFY LANDSCAPING PER SECTION 19-570.1 (B)
SPECIFY AND PROVIDE DETAILS OF PEDESTRIAN AND VEHICULAR GU
RAILS IN ACCORDANCE WITH 19-570.1 (E)
NOTE: IF BUILT CONDITIONS DIFFER FROM THE PROPOSED SITE
PLAN, SAFETY RAILS MAY BE REQUIRED AT TIME OF OCCUPANCY.
IN CASES WHERE THE CODE DOES NOT REQUIRE SAFETY RAILS, IT
IS THE RESPONSIBILITY OF THE OWNER AND CONSULTANTS TO
ASSESS POTENTIAL LIABILITIES WITH ALL GRADE CHANGES AND
TAKE APPROPRIATE ACTION.
SIDEWALKS
26. LABEL WALK MATERIAL AND PROVIDE DETAILS. IF LOCATED
OUTSIDE OF THE RIGHT OF WAY, WALKS SHALL BE CONSTRUCTED OF
DECORATIVE MATERIALS. THERE ALSO SHALL BE AN INTERNAL SYS
OF SIDEWALKS AND CROSSWALKS IN THE DEVELOPMENT CONSTRUCTED
DECORATIVE MATERIALS.
(CASE 03SN0316 PROFFERED CONDITION 21.)
CONDITION 21. SIDEWALKS. SIDEWALKS, AND CROSSWALKS WHERE
NECESSARY, SHALL BE CONSTRUCTED ALONG THE WEST SIDE OF
WINTERFIELD ROAD AND NORTH SIDE OF MIDLOTHIAN TURNPIKE FOR
THE ENTIRE LENGTH OF THE SUBJECT PROPERTIES ADJACENT TO SU
ROADS. IF LOCATED WITHIN THE VDOT RIGHT OF WAY, THE
SIDEWALKS AND CROSSWALKS SHALL BE CONSTRUCTED TO REQUIRED
VDOT STANDARDS AND MATERIALS. SIDEWALKS SHALL BE A MINIMU
OF FIVE (5) FEET IN WIDTH AND, IF LOCATED OUTSIDE OF THE
RIGHT OF WAY, CONSTRUCTED OF DECORATIVE MATERIALS. THERE
ALSO SHALL BE AN INTERNAL SYSTEM OF SIDEWALKS AND CROSSWAL
IN THE DEVELOPMENT CONSTRUCTED OF DECORATIVE
MATERIALS.(REFERENCE EXHIBIT A 2.3.1)
STREET TREES SHALL BE PLANTED ADJACENT TO MIDLOTHIAN TURNP
AND WINTERFIELD ROAD.(P & T) (CASE 03SN0316 PROFFERED
CONDITION 21.)
27. REVISE /REPLACE WALK ALONG WINTERFIELD ROAD TO COMPLY
WITH PERIMETER WALK LOCATIONS PER PAGE 2.3.1 EXHIBIT A:
SIDEWALK EDGE SHALL BE SIX FEET FROM BACK OF CURB WHEN NOT
ADJACENT TO PARALLEL PARKING.
28. AT THE SOUTHEAST CORNER OF BUILDING 4, EXTEND SIDEWALK
THE EAST IN ORDER TO CONNECT TO CROSSWALK OVER TO "POND
WALK".
LAYOUT AND LANDSCAPE REQUIREMENTS
29.. ON THE SITE PLAN INDICATE AND PROVIDE DETAILS OF
STREETSCAPE AND PEDESTRIAN AMENTIES ALONG THE SOUTH ELEVAT
OF BUILDING 8 AND ALONG THE NORTH-SOUTH RUNNING WALK ACROS
FROM THE POND: STREET TREES ; DETAILS OF TREE WELLS;
DECORATIVE PAVING MATERIALS, BENCHES, LIGHTS, FENCING AROU
POOL AND OTHER APPROPRIATE AMENITES PER EXHIBIT A.
30. REVISE LAYOUT TO PROVIDE SUFFICIENT SPACE (15' MIN)
BETWEEN THE BUILDING AND RIGHT OF WAY FOR THE REQUIRED STR
TREES, OR PROVIDE DOCUMENTATION FROM VDOT PERMITTING PLANT
OF STREET TREES WITHIN THE RIGHT OF WAY.
CASE 03SN0316 PROFFERED CONDITION 21 REQUIRES: "STREET
TREES SHALL BE PLANTED ADJACENT TO MIDLOTHIAN TURNPIKE AND
WINTERFIELD ROAD." ALSO REFERENCE COMMENT 11.A. ABOVE.
31. IF PROPOSED, PROVIDE LANDSCAPING OF ROUNDABOUT AREAS
(PERMIT FROM VDOT REQUIRED)
32. AT A MINIMUM, A CONCEPTUAL LANDSCAPE PLAN MUST BE
SUBMITTED FOR SITE PLAN APPROVAL THAT ADDRESSES THE
REQUIREMENTS OF SEC. 19-517 (A) & (B), INCLUDING CONDITION
OF ZONING)
33. A DETAILED LANDSCAPE PLAN MUST BE SUBMITTED AND APPROV
PRIOR TO THE RELEASE OF A TEMPORARY CERTIFICATE OF OCCUPAN
(SEC 19-517 (A))
34. LANDSCAPE PLANS SHALL BE PREPARED BY A STATE
REGISTERED LANDSCAPE ARCHITECT, NURSERYMAN, OR LANDSCAPE
DESIGNER PER ORDINANCE SECTION 19-264 (A).
35. INDICATE PROPOSED SITE AREA LIGHTING ON THE LANDSCAPE
PLAN. PROPOSED LANDSCAPING AND LIGHTING LOCATIONS SHALL B
COORDINATED TO PREVENT PLANT MATERIAL AT MATURE SIZES FROM
INTERFERING WITH LIGHT FIXTURES.(REF SEC 19-517 (B)
----------------------------------------------------------
LIGHTING
36. PROVIDE LIGHTING PLAN AND FIXTURE DETAILS IN COMPLIANC
WITH CASE 03SN0316 PROFFERED CONDITION 22:
CONDITION 22. LIGHTING. ALONG THE PERIMETER OF THE
DEVELOPMENT ADJACENT TO WINTERFIELD ROAD AND MIDLOTHIAN
TURNPIKE, PEDESTRIAN SCALE LIGHT FIXTURES SHALL BE INSTALL
WITH A DESIGN CONSISTENT WITH THE MIDLOTHIAN VILLAGE
GUIDELINES AND SPACED AS MAY BE APPROVED AT TIME OF SITE P
REVIEW. THE PROJECT SHALL ALSO HAVE AN INTERNAL SYSTEM OF
OUTDOOR LIGHTING, CONSISTENT WITH THE PEDESTRIAN SCALE OF
DEVELOPMENT, EXCEPT AS MAY BE APPROVED AT TIME OF SITE PLA
REVIEW. (CASE 03SN0316 PROFFERED CONDITION 22. ALSO
REFERENCE EXHIBIT A PAGE 2.3.)
----------------------------------------------------------
IRRIGATION
37. ALL LANDSCAPED AREAS SHALL BE PROVIDED WITH A READILY
AVAILABLE WATER SUPPLY. WATER SUPPLY CAN BE THROUGH AN
IRRIGATION SYSTEM OR WITH HOSE BIBS. ALL PLANTS ARE TO BE
WITHIN 100 FEET OF A HOSE BIB. INSURE WATER INFORMATION I
SUPPLIED ON UTILITY DEPARTMENT METER SIZING FORMS.
(SEC 19-518)
REFERENCE SEC 19-518 (E) FOR OTHER WATERING ALTERNATIVES.
METHOD OF IRRIGATION MUST BE PROVIDED FOR REVIEW AND
APPROVAL PRIOR TO RELEASE OF THE BUILDING PERMIT.
----------------------------------------------------------
BONDING
38. NOTE: PRIOR TO RECEIVING A TEMPORARY OCCUPANCY PERMIT,
FORM OF SURETY (BOND OR LETTER OF CREDIT) IN AN AMOUNT
EQUAL TO THE COST OF COMPLETING THE REQUIRED LANDSCAPING
SHALL BE PROVIDED TO THE PLANNING DEPARTMENT.
A SEPARATE SURETY SHALL ALSO COVER AN AMOUNT EQUAL TO
FIFTY (50) PERCENT OF THE TOTAL INSTALLATION COST FOR
REPLACEMENT OF ALL UNHEALTHY OR DEAD PLANTS OR POLLARDED
TREES IDENTIFIED BY THE ONE-YEAR INSPECTION BY PLANNING
DEPARTMENT. REFERENCE SEC. 19-518 (F).
----------------------------------------------------------
NOTES AND NOTICES:
NOTICE 1: CLUBHOUSE AND POOL. PRIOR TO THE CERTIFICATE OF
OCCUPANCY FOR MORE THAN ONE HUNDRED (100) DWELLING UNITS,
CLUBHOUSE SHALL BE CONSTRUCTED THAT SHALL CONTAIN A MINIMU
OF FIVE THOUSAND (5,000) GROSS SQUARE FEET. PROVIDED
FURTHER, ANY SALES OFFICE WITHIN THE CLUBHOUSE SHALL NOT
EXCEED TWENTY-FIVE (25) PERCENT OF THE CLUBHOUSE'S GROSS
SQUARE FOOTAGE. (CASE 03SN0316 PROFFERED CONDITION 20 AND
EXHIBIT A - DESIGN GUIDELINES)
NOTICE 2: CASH PROFFERS ARE REQUIRED PER CASE 03SN0316
NOTE: WE HAVE RECEIVED AND FORWARDED TO YOU CORRESPONDANCE
FROM AREA RESIDENTS INTERESTED IN THIS DEVELOPMENT,INCLUDI
REPRESENTATIVES OF AND MEMBERS OF THE VILLAGE OF MIDLOTHIA
COALITION AND THE SALISBURY COMMUNITY. YOU ARE ENCOURAGED
MEET WITH AREA CITIZENS TO DISCUSS YOUR PLANS. PLEASE LET
KNOW IF YOU WOULD LIKE US TO FACILITATE SUCH A MEETNG.
**********************************************************
******************* END OF REVIEW 1 **********************
**********************************************************
REVIEWER / PHONE #-----JEFF LAMSON / (804)751-4158
NAME OF PLAN-----------MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER-------08PR0423
ADDRESS----------------1300 WINTERFIELD ROAD
LATEST PLAN DATE-------9-3-08
DEPT. REC'D. DATE------9-3--08
SUBMITTAL NUMBER-------2
REVIEW DATE------------10-2-08
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW-----------NO
LANDSCAPE PLAN STATUS-- NOT YET SUBMITTED
ARCHITECTURAL ELEVATIONS- REVISIONS REQUIRED -
LIGHTING PLAN/CUTSHEETS--- NOT YET SUBMITTED
IRRIGATION/HOSEBIB PLAN--- NOT YET SUBMITTED
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. USE THE SPACES
BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. BE SURE TO INDICATE WHICH SHEETS SHOW THE
REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO DESCRIBE
ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF REVIEW
COMMENTS.
(CL X.X REPRESENTS CHECKLIST ITEM NUMBER)
2. PRIOR TO OCCUPANCY OF MORE THAN 50 UNITS, ACCESS TO A
SECOND PUBLIC ROAD MUST BE PROVIDED PER SEC. 19-111:
SEC. 19-111. REQUIRED CONDITIONS.
(H) ROADS. A SECOND ROAD ACCESS (PUBLIC OR PRIVATE) SHALL
BE DESIGNED AND CONSTRUCTED TO A PUBLIC ROAD PRIOR TO
OCCUPANCY OF MORE THAN 50 UNITS. ADDITIONAL ACCESSES MAY B
REQUIRED, AT THE TIME OF SITE PLAN APPROVAL, WHERE MORE
THAN 200 UNITS ARE CONSTRUCTED. AS USED HEREIN, THE TERM
"ACCESS ROADS" SHALL BE THOSE ROADS WHICH CONNECT
RESIDENTIAL CLUSTERS TO PUBLIC ROADS. ACCESS ROADS SHALL
HAVE A MINIMUM PAVEMENT WIDTH OF 30 FEET. ALL OTHER PRIVAT
STREETS AND DRIVEWAYS SHALL HAVE A MINIMUM PAVEMENT WIDTH
OF 24 FEET.
PROVIDE NOTE ON THE PLAN STATING REQUIREMENTS OF
SEC.19-111:
"A SECOND ROAD ACCESS (PUBLIC OR PRIVATE) SHALL BE DESIGNE
AND CONSTRUCTED TO A PUBLIC ROAD PRIOR TO OCCUPANCY OF MOR
THAN 50 UNITS. A THIRD ROAD ACCESS (PUBLIC OR PRIVATE)
SHALL BE DESIGNED AND CONSTRUCTED TO A PUBLIC ROAD PRIOR T
OCCUPANCY OF MORE THAN 200 UNITS."
3. PROVIDE PLAN LAYOUT OF PARKING DECK, DEMONSTRATING THAT
THE NUMBER OF REQUIRED PARKING SPACES CAN BE PROVIDED
WITHIN THE PROPOSED AREA. INCLUDE RAMP LOCATION(S)
ELEVATIONS, DRAINAGE STRUCTURES AND STRUCTURAL SUPPORT
LOCATIONS.
PROVIDE DENSITY NOTE ON THE PLAN:
"A MAXIMUM OF RESIDENTIAL DENSITY OF TWENTY- SEVEN (27)
UNITS PER ACRE IS PERMITTED PER CASE 03SN0316 TEXTUAL
STATEMENT 8. (EXCEPTION TO SEC. 19-159 (J) (2) (C))
246 PROPOSED UNITS REQUIRES 9.1 GROSS ACRES
PARCEL ACREAGE = 8.12 ACRES
WINTERFIELD ROAD RIGHT OF WAY DEDICATED = 1.125 ACRES
GROSS ACREAGE = 8.12+1.125 = 9.245 GROSS ACRES"
4. AS PREVIOUSLY REQUESTED IN COMMENT 18:
18. SHARED ACCESS ROADS REQUIRE CROSS-ACCESS EASEMENT
AGREEMENTS. PROVIDE DEED BOOK AND PAGE NUMBER OF RECORDED
EASEMENT FOR VERIFICATION. (C.L. D1.)
5. AS PREVIOUSLY REQUESTED IN COMMENT 20:
20. REVISE PLANS TO INDICATE AND PROVIDE DETAILS OF SIT
PLANNING ELEMENTS AND ARCHITECTURAL FEATURES AS REQUIRED B
THE STANDARDS CONTAINED IN "EXHIBIT A" PER CONDITION 2 AND
THE FOLLOWING PROFFERED CONDITIONS: 15. ARCHITECTURAL
TREATMENT, 16. DESIGN GUIDELINES, 21. SIDEWALKS AND 22.
LIGHTING.
PROFFERED CONDITION 16. DESIGN GUIDELINES. THE SITE SHALL
BE DESIGNED AS GENERALLY DEPICTED ON EXHIBIT C AND IN
ACCORDANCE WITH EXHIBIT A. HOWEVER, THE EXACT LOCATION OF
BUILDINGS AND PARKING MAY BE MODIFIED PROVIDED THAT THE
GENERAL INTENT OF THE PLAN IS MAINTAINED WITH RESPECT TO
CREATING A PEDESTRIAN ENVIRONMENT CENTERED AROUND A MAIN
STREET AS DESCRIBED IN PROFFERED CONDITION 21; BUILDINGS
FRONTING MIDLOTHIAN TURNPIKE AND WINTERFIELD ROAD WITH NO
PARKING OR DRIVEWAYS LOCATED BETWEEN THE BUILDINGS AND THE
ROADS; USES HAVING A FOCAL POINT CENTERED AROUND THE POND
DESCRIBED IN PROFFERED CONDITION 12; AND LANDSCAPING IN A
MANNER THAT ENHANCES THE PEDESTRIAN ENVIRONMENT.
COMMERCIAL BUILDINGS ADJACENT TO MIDLOTHIAN TURNPIKE AND
WINTERFIELD ROAD SHALL HAVE A TRADITIONAL STOREFRONT DESIG
WITH DISPLAY WINDOWS. (CASE 03SN0316 PROFFERED CONDITION
16.)
*(NOTE: EXHIBIT A IS THE DESIGN GUIDELINE BOOKLET TITLED
DESIGN GUIDELINES FOR WINTERFIELD VILLAGE PREPARED BY
RANDALL-PAULSON ARCHITECTS DATED JANUARY 15, 2004. REFER
TO "REVISED EXHIBIT A" FOR DESIGN FEATURES TO BE
IMPLEMENTED FOR COMPLIANCE WITH THE DESIGN CRITERIA FOR TH
DEVELOPMENT. THE INTRODUCTION OF EXHIBIT A INCLUDES THE
FOLLOWING:
"THE VILLAGE CHARACTER WILL BE EXPRESSED IN THE SITE
PLANNING, BUILDING MATERIALS, BUILDING PROPORTIONS,
LANDSCAPING, HARDSCAPING, PEDESTRIAN AMENITIES, AND
SIGNAGE. THE ARCHITECTURE AND LANDSCAPING IN THIS MIX USED
DEVELOPMENT WILL HAVE THE FOLLOWING GENERAL
CHARACTERISTICS:
· INTIMATE SPACES WITH RICH ARCHITECTURAL AND
LANDSCAPING DETAILS AT A HUMAN PEDESTRIAN SCALE;
· SCALE AND PROPORTIONS OF BUILDINGS AND DETAILS;
· EXPRESSIVE BUILDING DETAILS IN THE FACADES
· ENTRIES THAT INCLUDE VERTICAL TOWER ELEMENTS,
· PORTICOES, BALCONIES AND CUPOLAS;
· ARCHITECTURAL AND LANDSCAPE FEATURES THAT CREATE
SHADED AREAS WITH AWNINGS, TRELLISES AND PORCHES;
· PUBLIC GATHERING SPACES AND GREEN PARKS WITH
LANDSCAPING, FURNISHINGS, LIGHTING AND WATER FEATURES;"
6. AS PREVIOUSLY REQUESTED IN COMMENT 21
21. ALONG WINTERFIELD ROAD, REVISE BUILDINGS AND/ OR
LAYOUT IN ORDER TO PROVIDE "HARDSCAPED" COURTYARDS,
INCLUDING WALKWAYS, BENCHES, LIGHTING, LANDSCAPING AND
OTHER PEDESTRIAN AMENITIES IN ACCORDANCE WITH CONDITIONS O
ZONING AND THE PROFFERED DESIGN CRITERIA (EXHIBIT A) OF
CASE 03SN0316.( PROFFERED CONDITIONS 15, 16; EXHIBIT A
DESIGN GUIDELINES , PAGE 2, PAGE 2.2.2 "RESIDENTIAL
COURTYARD" CASE 03SN0316; )
CASE 03SN0316 PROFFERED CONDITION 15:
"THE ARCHITECTURAL TREATMENT OF THE BUILDINGS SHALL BE
COMPATIBLE AND CONSISTENT WITH THE GRAPHICS IDENTIFIED AS
EXHIBIT A."
CAPTION TO "RESIDENTIAL COURTYARD" WINTERFIELD ROAD
IMAGE:"COURTYARDS FEEDING OFF OF SIDEWALKS WILL FEATURE
WATER ELEMENTS, LANDSCAPING, AND BENCHES TO PROVIDE SEMI-
PRIVATE AREAS TO REST OR PLAY. SHADE TREES WILL PROVIDE
COMFORT IN THE WARMER MONTHS AND HELP SCREEN RESIDENCES."
7. AS PREVIOUSLY REQUESTED IN COMMENT 22
22. REVISE ELEVATIONS TO BE COMPATIBLE AND CONSISTENT
WITH THE GRAPHICS IN EXHIBIT A. IN ACCORDANCE WITH
CONDITION 15 OF CASE 03SN0316.
CASE 03SN0316 PROFFERED CONDITION 15:
"15. THE ARCHITECTURAL TREATMENT OF THE BUILDINGS SHALL BE
COMPATIBLE AND CONSISTENT WITH THE GRAPHICS IDENTIFIED AS
EXHIBIT A."
8. THE OVERALL BUILDING FORM AND DETAILS SHALL REFLECT A
CONSISTENT STYLE OF TRADITIONAL VIRGINIA ARCHITECTURE AS
IDENTIFIED ON PAGE 1.2.2 OF EXHIBIT A.:
"THE ARCHITECTURE OF WINTERFIELD VILLAGE DRAWS UPON THE
TRADITIONAL ARCHITECTURE OF REGIONAL BUILDING TYPOLOGIES."
THOUGH THE INDIVIDUAL BUILDING FORMS AND STYLE MAY VARY
FROM BUILDING TO BUILDING WITHIN THE RANGE OF TRADITIONAL
VIRGINIA ARCHITECTURE, EACH BUILDING SHALL REPRESENT A
SINGLE TRADITIONAL STYLE. MASSING, SCALE, FORMS, MATERIALS
AND DETAILS OF THE STYLE SHALL BE REPRESENTATIVE OF THE
STYLE SELECTED AND IN ACCORDANCE WITH THE DESIGN OBJECTIVE
DEPICTED IN EXHIBIT A.
9. ON BUILDINGS 8 AND 9 PROVIDE ALTERNATE BRICK PATTERN TO
DISTINGUISH COMMERCIAL FROM RESIDENTIAL BUILDINGS.
REFERENCE 3.2.1
10. ON BUILDING 9, REVISE SOUTH ELEVATION TO PROVIDE
PRODUCT DISPLAY WINDOWS.
11. ON BUILDINGS WITH PROMINENT VIEWS OF END ELEVATIONS,
REVISE ELEVATIONS TO PROVIDE A MORE BALANCED IMAGE BY
ALIGNING WINDOWS OF EACH STORY.
12. PROVIDE DETAILS OF HVAC UNIT SCREENING ALONG
WINTERFIELD ROAD AND FROM PEDESTRIAN STREETSCAPE AREAS.
AVOID PLACING HVAC UNITS ALONG OR ADJACENT TO PEDESTRIAN
STREETSCAPE AREAS.
13. REVISE ELEVATIONS TO PROVIDE DETAILED CORNICE MOLDING.
3.1.5
14. REVISE ELEVATIONS AT ENTRANCES WHERE THE BASE OF THE
ENGAGED COLUMN RESTS ON THE SHED ROOF. PROVIDE REVISED
ENTRY PORTICO WITH FRIEZE BOARD AND BALUSTRADE SIMILAR TO
3.1.4.
15. AS PREVIOUSLY REQUESTED IN COMMENT 22B:
22.B. PROVIDE APPROPRIATE PERIOD DETAILS FOR COLUMNS,
RAILINGS, MOLDINGS, WINDOW CASINGS, ENTRANCES AND DOORS,
PER EXHIBIT A GRAPHICS INCLUDING PAGES 3.1.2, 3.1.3,3.1.5,
3.1.6
16. AS PREVIOUSLY REQUESTED IN COMMENT 22C
22. C. PROVIDE BALCONIES ON THE WINTERFIELD ROAD
ELEVATION PER CONDITION 15, EXHIBIT A PAGE 2, AND EXHIBIT
PAGE 3.1.4
17. REVISE ELEVATIONS TO PROVIDE BALCONIES ALONG
WINTERFIELD ROAD.
18. WINTERFIELD ROAD ELEVATIONS: VERIFY THAT BUILDING 6 IS
MAINLY BRICK COMPARED TO BUILDINGS 5 AND 7. THE COLOR
PRESENTATION ELEVATIONS INDICATE MORE BRICK ON BUILDING 6
THAN THE BLACK AND WHITE CONSTRUCTION ELEVATIONS.
19. ON THE WINTERFIELD ROAD ELEVATION PROVIDE CONTINUOUS
WATER TABLE TO BREAK UP EXPANSE OF BRICK. EXHIBIT A BRICK
PATTERN: REFERENCE 1.2.2 AND 3.2.1
20.PREVIOUS COMMENT 23.: REVISE SOUTH ELEVATION OF BUILDIN
CONDITION 24 OF03SN0316.
DUE TO GRADE CHANGES AND CONSTRAINTS TO LOCATING PARKING S
CLOSE TO WINTERFIELD ROAD, THE APPLICANT REQUESTS
CONSIDERATION THAT THE INTENT OF THE CONDITION IS MET BY
INCLUDING RETAIL ON THE FRONT AND REAR WESTERN HALF OF THE
BUILDING AND ALSO BY PROVIDING RETAIL WITHIN BUILDING 9.
21. AS PREVIOUSLY REQUESTED IN COMMENT 24
24. PROVIDE ELEVATIONS AND DETAILS OF PARKING DECK
DEMONSTRATING COMPLIANCE WITH STANDARDS CONTAINED IN
"EXHIBIT A" PER CONDITION 2 AND PROFFERED CONDITIONS 15.
ARCHITECTURAL TREATMENT, 16. DESIGN GUIDELINES.
PROVIDE CONCEPTUAL ELEVATIONS DEMONSTRATING COMPLIANCE WIT
ARCHITECTURAL STANDARDS OF EXHIBIT A.
22. AS PREVIOUSLY REQUESTED IN COMMENT 25.
25. RETAINING WALLS - COMPLIANCE WITH THE RETAINING
WALL ORDINANCE SECTION SEC. 19-570.1 IS REQUIRED:
-SPECIFY WALL MATERIAL AND COLOR PER SECTION 19-570.1 (A)
-SPECIFY LANDSCAPING PER SECTION 19-570.1 (B)
-SPECIFY AND PROVIDE DETAILS OF PEDESTRIAN AND VEHICULAR
GUARD RAILS IN ACCORDANCE WITH 19-570.1 (E)
-PROVIDE ELEVATION DETAIL OF THE PEDESTRIAN SAFETY FENCE
CALLED OUT AS "ALUMINUM FENCE WITH VERTICAL PICKETS."
- PROVIDE NOTE STATING THAT PENETRATIONS OF ANY GEO-
SYNTHETIC REINFORCEMENT SHALL BE COORDINATED AND APPROVED
BY THE WALL ENGINEER AND THE CONTRACTOR. THE STRUCTURAL
WALL DRAWINGS SHALL SPECIFY METHOD OF INSTALLING
PENETRATIONS IN THE GEO-GRID TO ACCOMMODATE FOOTINGS FOR
THE VEHICLE SAFETY BOLLARDS, PEDESTRIAN SAFETY FENCE,
LANDSCAPE PLANTINGS, IRRIGATION, LIGHT POLES ETC.
NOTE: IF BUILT CONDITIONS DIFFER FROM THE PROPOSED SITE
PLAN, SAFETY RAILS MAY BE REQUIRED AT TIME OF OCCUPANCY. I
CASES WHERE THE CODE DOES NOT REQUIRE SAFETY RAILS, IT IS
THE RESPONSIBILITY OF THE OWNER AND CONSULTANTS TO ASSESS
POTENTIAL LIABILITIES WITH ALL GRADE CHANGES AND TAKE
APPROPRIATE ACTION.
23. AS PREVIOUSLY REQUESTED IN COMMENT 26.:
26. SIDEWALKS: LABEL WALK MATERIAL AND PROVIDE DETAILS
IF LOCATED OUTSIDE OF THE RIGHT OF WAY, WALKS SHALL BE
CONSTRUCTED OF DECORATIVE MATERIALS. THERE ALSO SHALL BE A
INTERNAL SYSTEM OF SIDEWALKS AND CROSSWALKS IN THE
DEVELOPMENT CONSTRUCTED OF DECORATIVE MATERIALS.
(CASE 03SN0316 PROFFERED CONDITION 21.)
CONDITION 21. SIDEWALKS. SIDEWALKS, AND CROSSWALKS WHERE
NECESSARY, SHALL BE CONSTRUCTED ALONG THE WEST SIDE OF
WINTERFIELD ROAD AND NORTH SIDE OF MIDLOTHIAN TURNPIKE FOR
THE ENTIRE LENGTH OF THE SUBJECT PROPERTIES ADJACENT TO
SUCH ROADS. IF LOCATED WITHIN THE VDOT RIGHT OF WAY, THE
SIDEWALKS AND CROSSWALKS SHALL BE CONSTRUCTED TO REQUIRED
VDOT STANDARDS AND MATERIALS. SIDEWALKS SHALL BE A MINIMUM
OF FIVE (5) FEET IN WIDTH AND, IF LOCATED OUTSIDE OF THE
RIGHT OF WAY, CONSTRUCTED OF DECORATIVE MATERIALS. THERE
ALSO SHALL BE AN INTERNAL SYSTEM OF SIDEWALKS AND
CROSSWALKS IN THE DEVELOPMENT CONSTRUCTED OF DECORATIVE
MATERIALS. (REFERENCE EXHIBIT A, PAGE 2.3.1)
CLARIFICATION: INDICATE SPECIFIC WALK MATERIAL FROM LIST O
SIDEWALK MATERIALS INDICATED IN EXHIBIT A., PAGES 1.2.1,
2.1, AND 2.3.1 . NOTE: A CHANGE IN WALK MATERIALS CAN HEL
24. AS PREVIOUSLY REQUESTED IN COMMENT 28.
28. AT THE SOUTHEAST CORNER OF BUILDING 4, EXTEND
SIDEWALK TO THE EAST IN ORDER TO CONNECT TO CROSSWALK OVER
TO "POND WALK". ALIGN THIS WALK WITH THE CROSSWALK PROPOSE
WITH SITE PLAN 08PR0231 MIDLOTHIAN TOWN CENTER POND.
25. AS PREVIOUSLY REQUESTED IN COMMENT 29:
29.. ON THE SITE PLAN INDICATE AND PROVIDE DETAILS OF
STREETSCAPE AND PEDESTRIAN AMENITIES ALONG THE SOUTH
ELEVATION OF BUILDING 8 AND ALONG THE NORTH-SOUTH RUNNING
WALK ACROSS FROM THE POND: STREET TREES ; DETAILS OF TREE
WELLS; DECORATIVE PAVING MATERIALS AND CROSSWALKS, BENCHES
LIGHTS, FENCING AROUND POOL AND OTHER APPROPRIATE AMENITIE
IN ACCORDANCE WITH PROFFERED CONDITION 16 AND EXHIBIT A.
AS PREVIOUSLY REQUESTED IN COMMENT 30:
30. REVISE LAYOUT TO PROVIDE SUFFICIENT SPACE
(15' MINIMUM) BETWEEN THE BUILDING AND RIGHT OF WAY FOR TH
REQUIRED STREET TREES, OR PROVIDE DOCUMENTATION FROM VDOT
PERMITTING PLANTING OF STREET TREES WITHIN THE RIGHT OF
WAY. CASE 03SN0316, PROFFERED CONDITION 21 REQUIRES:
"STREET TREES SHALL BE PLANTED ADJACENT TO MIDLOTHIAN
TURNPIKE AND WINTERFIELD ROAD."
ALTHOUGH THE SETBACK EXCEPTION WAS GRANTED, CONDITION 21
REQUIRES STREET TREES ALONG WINTERFIELD ROAD. UNLESS
DOCUMENTATION IS PROVIDED FROM VDOT PERMITTING THE TREES
WITHIN THE RIGHT-OF-WAY, SPACE WITHIN THE SITE ADJACENT TO
WINTERFIELD ROAD MUST BE PROVIDED FOR THE STREET TREES.
PROVIDE VDOT DOCUMENTATION PRIOR TO SITE PLAN APPROVAL.
26. AS PREVIOUSLY REQUESTED IN COMMENT 32
32. AT A MINIMUM, A CONCEPTUAL LANDSCAPE PLAN MUST BE
SUBMITTED FOR SITE PLAN APPROVAL THAT ADDRESSES THE
REQUIREMENTS OF SEC. 19-517 (A) & (B), INCLUDING CONDITION
OF ZONING)
27. AS PREVIOUSLY NOTED IN COMMENT 33:
33. A DETAILED LANDSCAPE PLAN MUST BE SUBMITTED AND
APPROVED PRIOR TO THE RELEASE OF A TEMPORARY CERTIFICATE O
OCCUPANCY (SEC 19-517 (A))
28. AS PREVIOUSLY REQUESTED IN COMMENT 35:
35. INDICATE PROPOSED SITE AREA LIGHTING ON THE
LANDSCAPE PLAN. PROPOSED LANDSCAPING AND LIGHTING LOCATION
SHALL BE COORDINATED TO PREVENT PLANT MATERIAL AT MATURE
SIZES FROM INTERFERING WITH LIGHT FIXTURES.
(REF SEC. 19-517 (B)
29. AS PREVIOUSLY REQUESTED IN COMMENT 36
36. PROVIDE LIGHTING PLANS AND FIXTURE DETAILS IN
COMPLIANCE WITH CASE 03SN0316 PROFFERED CONDITION 22:
CONDITION 22. LIGHTING. ALONG THE PERIMETER OF THE
DEVELOPMENT ADJACENT TO WINTERFIELD ROAD AND MIDLOTHIAN
TURNPIKE, PEDESTRIAN SCALE LIGHT FIXTURES SHALL BE
INSTALLED WITH A DESIGN CONSISTENT WITH THE MIDLOTHIAN
VILLAGE GUIDELINES AND SPACED AS MAY BE APPROVED AT TIME O
SITE PLAN REVIEW. THE PROJECT SHALL ALSO HAVE AN INTERNAL
SYSTEM OF OUTDOOR LIGHTING, CONSISTENT WITH THE PEDESTRIAN
SCALE OF THE DEVELOPMENT, EXCEPT AS MAY BE APPROVED AT TIM
OF SITE PLAN REVIEW. (CASE 03SN0316 PROFFERED CONDITION 22
ALSO REFERENCE EXHIBIT A PAGE 2.3.)
30. AS PREVIOUSLY REQUESTED IN COMMENT 37
37. ALL LANDSCAPED AREAS SHALL BE PROVIDED WITH A
EADILY AVAILABLE WATER SUPPLY. WATER SUPPLY CAN BE THROUGH
AN IRRIGATION SYSTEM OR WITH HOSE BIBS. ALL PLANTS ARE TO
BE WITHIN 100 FEET OF A HOSE BIB. ENSURE WATER INFORMATION
IS SUPPLIED ON UTILITY DEPARTMENT METER SIZING FORMS.
(SEC. 19-518) REFERENCE SEC. 19-518 (E) FOR OTHER WATERING
ALTERNATIVES. METHOD OF IRRIGATION MUST BE PROVIDED FOR
REVIEW AND APPROVAL PRIOR TO RELEASE OF THE BUILDING
PERMIT.
31 NOTE: PRIOR TO RECEIVING A TEMPORARY OCCUPANCY PERMIT,
A FORM OF SURETY (BOND OR LETTER OF CREDIT) IN AN AMOUNT
EQUAL TO THE COST OF COMPLETING THE REQUIRED LANDSCAPING
SHALL BE PROVIDED TO THE PLANNING DEPARTMENT. A SEPARATE
SURETY SHALL ALSO COVER AN AMOUNT EQUAL TO FIFTY (50)
PERCENT OF THE TOTAL INSTALLATION COST FOR REPLACEMENT OF
ALL UNHEALTHY OR DEAD PLANTS OR POLLARDED TREES IDENTIFIED
BY THE ONE-YEAR INSPECTION BY PLANNING DEPARTMENT.
REFERENCE SEC. 19-518 (F).
32. PRIOR TO THE CERTIFICATE OF OCCUPANCY FOR MORE THAN ON
HUNDRED (100) DWELLING UNITS, A CLUBHOUSE SHALL BE
CONSTRUCTED THAT SHALL CONTAIN A MINIMUM OF FIVE THOUSAND
(5,000) GROSS SQUARE FEET. PROVIDED FURTHER, ANY SALES
OFFICE WITHIN THE CLUBHOUSE SHALL NOT EXCEED TWENTY-FIVE
(25) PERCENT OF THE CLUBHOUSE'S GROSS SQUARE FOOTAGE. (CAS
03SN0316 PROFFERED CONDITION 20 AND EXHIBIT A - DESIGN
GUIDELINES)
***************** END OF SECOND REVIEW *******************
**********************************************************
**********************************************************
REVIEW DEPARTMENT------PLANNING
REVIEWER / PHONE #-----JEFF LAMSON
NAME OF PLAN-----------THE ESTATES AT MIDLOTHIAN TOWN CENT
(FORMERLY MIDLOTHIAN TOWN CENTER APARTMENTS)
SITE PLAN NUMBER-------08PR0423
ADDRESS----------------1300 WINTERFIELD ROAD
LATEST PLAN DATE-------8-26-11
DEPT. REC'D. DATE------8-30-11
SUBMITTAL NUMBER-------4
REVIEW DATE------------9-26-11
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW-----------NO
PLAT PROCESSING--------YES- ACCESS EASEMENTS
LANDSCAPE PLAN STATUS--NOT YET SUBMITTED
ARCHITECTURAL ELEVATIONS--SUBMIT ELEVATIONS
LIGHTING PLAN/CUTSHEETS---NOT YET SUBMITTED
IRRIGATION/HOSEBIB PLAN---NOT YET SUBMITTED
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A COMPLE
RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE PLANNING
DEPARTMENT.
BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. BE SURE TO INDICATE WHICH SHEETS SHOW THE
REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO DESCRIBE
ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF REVIEW
COMMENTS.
(CL X.X REPRESENTS CHECKLIST ITEM NUMBER)
NOTE THAT "STAFF REVIEW COMMENT #S" REFER TO THE STAFF
REPORT FOR CASE 08PR0423 WHICH WAS APPROVED BY THE PLANNIN
COMMISSION ON JANUARY 20, 2009, SUBJECT TO CONDITIONS AND
THE STAFF REVIEW COMMENTS.
2. (STAFF REVIEW COMMENT 24.) PRIOR TO OCCUPANCY OF MORE
THAN 50 UNITS, ACCESS TO A SECOND PUBLIC ROAD MUST BE
PROVIDED PER SEC. 19-111:
SEC. 19-111. REQUIRED CONDITIONS.
(H) ROADS. A SECOND ROAD ACCESS (PUBLIC OR PRIVATE) SHALL
BE DESIGNED AND CONSTRUCTED TO A PUBLIC ROAD PRIOR TO
OCCUPANCY OF MORE THAN 50 UNITS. ADDITIONAL ACCESSES MAY B
REQUIRED, AT THE TIME OF SITE PLAN APPROVAL, WHERE MORE
THAN 200 UNITS ARE CONSTRUCTED. AS USED HEREIN, THE TERM
"ACCESS ROADS" SHALL BE THOSE ROADS WHICH CONNECT
RESIDENTIAL CLUSTERS TO PUBLIC ROADS. ACCESS ROADS SHALL
HAVE A MINIMUM PAVEMENT WIDTH OF 30 FEET. ALL OTHER PRIVAT
STREETS AND DRIVEWAYS SHALL HAVE A MINIMUM PAVEMENT WIDTH
OF 24 FEET.
AS PREVIOUSLY REQUESTED,
PROVIDE NOTE ON THE PLAN STATING REQUIREMENTS OF
SEC.19-111:
"A SECOND ROAD ACCESS (PUBLIC OR PRIVATE) SHALL BE DESIGNE
AND CONSTRUCTED TO A PUBLIC ROAD PRIOR TO OCCUPANCY OF MOR
THAN 50 UNITS. A THIRD ROAD ACCESS (PUBLIC OR PRIVATE)
SHALL BE DESIGNED AND CONSTRUCTED TO A PUBLIC ROAD PRIOR T
OCCUPANCY OF MORE THAN 200 UNITS." (P)
DELETE THE ACCESS NOTES PROVIDED AND REPLACE WITH THE ABOV
NOTE. (SEE ALSO CHESTERFIELD TRANSPORTATION COMMENT 3
AND ALSO INCORPORATE FIRE DEPT COMMENT # 4)
3. (STAFF REVIEW COMMENT 27). AS PREVIOUSLY REQUESTED,
SHARED ACCESS ROADS REQUIRE CROSS-ACCESS EASEMENT
AGREEMENTS. PROVIDE DEED BOOK AND PAGE NUMBER OF RECORDED
EASEMENT FOR VERIFICATION. (C.L. D1.) (P)
4. (STAFF REVIEW COMMENT 28.) PROVIDE DETAILS OF HVAC UNIT
SCREENING ALONG WINTERFIELD ROAD AND FROM PEDESTRIAN
STREETSCAPE AREAS. AVOID PLACING HVAC UNITS ALONG OR
ADJACENT TO PEDESTRIAN STREETSCAPE AREAS. (P)
5. (STAFF REVIEW COMMENT 30) AS PREVIOUSLY NOTED,
COMPLIANCE WITH THE RETAINING WALL ORDINANCE SECTION SEC.
19-570.1 IS REQUIRED:
A. SPECIFY WALL MATERIAL AND COLOR PER
SECTION 19-570.1 (A)
B. SPECIFY LANDSCAPING PER SECTION 19-570.1 (B)
C. SPECIFY AND PROVIDE DETAILS OF PEDESTRIAN AND
VEHICULAR GUARD RAILS IN ACCORDANCE WITH 19-570.1 (E)
D. PROVIDE ELEVATION DETAIL OF THE PEDESTRIAN SAFETY
FENCE CALLED OUT AS "ALUMINUM FENCE WITH VERTICAL
PICKETS."(P)
RECOMMEND THAT VEHICULAR GUARD RAIL MATERIAL BE SPECIFIED
AS CORE-TEN STEEL IN ORDER TO HELP BLEND INTO THE
LANDSCAPE.
THIS INFORMATION MUST BE PROVIDED ON THE SITE PLAN - NOT A
A LATER DATE.
NOTE: IF BUILT CONDITIONS DIFFER FROM THE PROPOSED SITE
PLAN, SAFETY RAILS MAY BE REQUIRED AT TIME OF OCCUPANCY. I
CASES WHERE THE CODE DOES NOT REQUIRE SAFETY RAILS, IT IS
THE RESPONSIBILITY OF THE OWNER AND CONSULTANTS TO ASSESS
POTENTIAL LIABILITIES WITH ALL GRADE CHANGES AND TAKE
APPROPRIATE ACTION. (P)
6. (STAFF REVIEW COMMENT 32) SIDEWALKS: LABEL WALK MATERIA
AND PROVIDE DETAILS. IF LOCATED OUTSIDE OF THE RIGHT OF
WAY, WALKS SHALL BE CONSTRUCTED OF DECORATIVE MATERIALS.
THERE ALSO SHALL BE AN INTERNAL SYSTEM OF SIDEWALKS AND
CROSSWALKS IN THE DEVELOPMENT CONSTRUCTED OF DECORATIVE
MATERIALS. (CASE 03SN0316 PROFFERED CONDITION 21.)
CONDITION 21. SIDEWALKS. SIDEWALKS, AND CROSSWALKS WHERE
NECESSARY, SHALL BE CONSTRUCTED ALONG THE WEST SIDE OF
WINTERFIELD ROAD AND NORTH SIDE OF MIDLOTHIAN TURNPIKE FOR
THE ENTIRE LENGTH OF THE SUBJECT PROPERTIES ADJACENT TO
SUCH ROADS. IF LOCATED WITHIN THE VDOT RIGHT OF WAY, THE
SIDEWALKS AND CROSSWALKS SHALL BE CONSTRUCTED TO REQUIRED
VDOT STANDARDS AND MATERIALS. SIDEWALKS SHALL BE A MINIMUM
OF FIVE (5) FEET IN WIDTH AND, IF LOCATED OUTSIDE OF THE
RIGHT OF WAY, CONSTRUCTED OF DECORATIVE MATERIALS. THERE
ALSO SHALL BE AN INTERNAL SYSTEM OF SIDEWALKS AND
CROSSWALKS IN THE DEVELOPMENT CONSTRUCTED OF DECORATIVE
MATERIALS. (REFERENCE EXHIBIT A, PAGE 2.3.1)
CLARIFICATION: INDICATE SPECIFIC WALK MATERIAL FROM LIST O
SIDEWALK MATERIALS INDICATED IN EXHIBIT A., PAGES 1.2.1,
2.1, AND 2.3.1. A CHANGE IN WALK MATERIALS CAN DISTINGUISH
BETWEEN RETAIL AND RESIDENTIAL AREAS. (P)
THIS INFORMATION MUST BE PROVIDED ON THE SITE PLAN - NOT
AT A LATER DATE. REVISE PLAN SHEETS TO INDICATE DECORATIV
MATERIAL OF SIDEWALKS AND PROVIDE CONSTRUCTION DETAILS.
7. (STAFF REVIEW COMMENT 33) AS PREVIOUSLY REQUESTED ,
INDICATE AND PROVIDE DETAILS OF STREETSCAPE AND PEDESTRIAN
AMENITIES ALONG THE SOUTH ELEVATION OF BUILDING 8 AND ALON
THE NORTH-SOUTH RUNNING WALK ACROSS FROM THE POND: STREET
TREES; DETAILS OF TREE WELLS; DECORATIVE PAVING MATERIALS
AND CROSSWALKS, BENCHES, LIGHTS, FENCING AROUND POOL AND
OTHER APPROPRIATE AMENITIES IN ACCORDANCE WITH PROFFERED
CONDITION 16 AND EXHIBIT A. (P)
8. (NEW COMMENT IN RESPONSE TO CHANGES) THE 11 PARKING
SPACES INDICATED ON THE WEST SIDE OF LAKEVIEW PLACE (ACROS
FROM BUILDING 9 ) ARE LOCATED IN AN AREA OF SITE
IMPROVEMENTS SHOWN ON SITE PLAN 08PR0231. THE SITE
IMPROVEMENTS ARE REQUIRED AMENITIES ALONG THE POND AND
CONSIST OF PAVER BRICKS, BENCHES, PEDESTRIAN
LIGHTING,WROUGHT IRON STYLE PICKET FENCING AND LANDCSAPNG
. PROVIDE EQUIVALENT AMENTIES IN THIS LOCATION, INCLUDING
ADDITIONAL RETAINING WALL NEEDED TO CREATE THIS POND SIDE
AMENITY.
9. (STAFF REVIEW COMMENT 34) AS PREVIOUSLY REQUESTED,
REVISE LAYOUT TO PROVIDE SUFFICIENT SPACE (15' MINIMUM)
BETWEEN THE BUILDING AND RIGHT OF WAY FOR THE REQUIRED
STREET TREES, OR PROVIDE DOCUMENTATION FROM VDOT PERMITTIN
PLANTING OF STREET TREES WITHIN THE RIGHT OF WAY. ALTHOUGH
THE SETBACK EXCEPTION WAS GRANTED, CONDITION 21 REQUIRES
STREET TREES ALONG WINTERFIELD ROAD. UNLESS DOCUMENTATION
IS PROVIDED FROM VDOT PERMITTING THE TREES WITHIN THE
RIGHT-OF-WAY, SPACE WITHIN THE SITE ADJACENT TO WINTERFIEL
ROAD MUST BE PROVIDED FOR THE STREET TREES. PROVIDE VDOT
DOCUMENTATION PRIOR TO SITE PLAN APPROVAL. (P)
10. (STAFF REVIEW COMMENT 35) AS PREVIOUSLY REQUESTED, A
LANDSCAPE PLAN MUST BE SUBMITTED FOR SITE PLAN APPROVAL
THAT ADDRESSES THE REQUIREMENTS OF SEC. 19-517 (A) & (B),
INCLUDING CONDITIONS OF ZONING) (P)
11. (STAFF REVIEW COMMENT 36.) AS PREVIOUSLY REQUESTED,
INDICATE PROPOSED SITE AREA LIGHTING ON THE LANDSCAPE PLAN
PROPOSED LANDSCAPING AND LIGHTING LOCATIONS SHALL BE
COORDINATED TO PREVENT PLANT MATERIAL AT MATURE SIZES FROM
INTERFERING WITH LIGHT FIXTURES. (REF SEC. 19-517 (B)) (P)
12. (STAFF REVIEW COMMENT 37.) AS PREVIOUSLY REQUESTED
PROVIDE LIGHTING PLANS AND FIXTURE DETAILS IN COMPLIANCE
WITH CASE 03SN0316 PROFFERED CONDITION 22:
CONDITION 22. LIGHTING. ALONG THE PERIMETER OF THE
DEVELOPMENT ADJACENT TO WINTERFIELD ROAD AND MIDLOTHIAN
TURNPIKE, PEDESTRIAN SCALE LIGHT FIXTURES SHALL BE
INSTALLED WITH A DESIGN CONSISTENT WITH THE MIDLOTHIAN
VILLAGE GUIDELINES AND SPACED AS MAY BE APPROVED AT TIME O
SITE PLAN REVIEW. THE PROJECT SHALL ALSO HAVE AN INTERNAL
SYSTEM OF OUTDOOR LIGHTING, CONSISTENT WITH THE PEDESTRIAN
SCALE OF THE DEVELOPMENT, EXCEPT AS MAY BE APPROVED AT TIM
OF SITE PLAN REVIEW. (CASE 03SN0316 PROFFERED CONDITION 22
ALSO REFERENCE EXHIBIT A PAGE 2.3.) (P)
13. (STAFF REVIEW COMMENT 38) AS PREVIOUSLY NOTED, ALL
LANDSCAPED AREAS SHALL BE PROVIDED WITH A READILY AVAILABL
WATER SUPPLY. WATER SUPPLY CAN BE THROUGH AN IRRIGATION
SYSTEM OR WITH HOSE BIBS. ALL PLANTS ARE TO BE WITHIN 100
FEET OF A HOSE BIB (SEC. 19-518). ENSURE WATER INFORMATION
IS SUPPLIED ON UTILITY DEPARTMENT METER SIZING FORMS.
REFERENCE SEC. 19-518 (E) FOR OTHER WATERING ALTERNATIVES.
METHOD OF IRRIGATION MUST BE PROVIDED FOR REVIEW AND
APPROVAL PRIOR TO RELEASE OF THE BUILDING PERMIT. (P)
14. (STAFF REVIEW COMMENT 39) NOTE: PRIOR TO RECEIVING A
TEMPORARY OCCUPANCY PERMIT, A FORM OF SURETY (BOND OR
LETTER OF CREDIT) IN AN AMOUNT EQUAL TO THE COST OF
COMPLETING THE REQUIRED LANDSCAPING SHALL BE PROVIDED TO
THE PLANNING DEPARTMENT. A SEPARATE SURETY SHALL ALSO COVE
AN AMOUNT EQUAL TO FIFTY (50) PERCENT OF THE TOTAL
INSTALLATION COST FOR REPLACEMENT OF ALL UNHEALTHY OR DEAD
PLANTS OR POLLARDED TREES IDENTIFIED BY THE ONE-YEAR
INSPECTION BY PLANNING DEPARTMENT. REFERENCE
SEC. 19-518 (F). (P)
15. (STAFF REVIEW COMMENT 40.) PRIOR TO THE CERTIFICATE OF
OCCUPANCY FOR MORE THAN ONE HUNDRED (100) DWELLING UNITS,
CLUBHOUSE SHALL BE CONSTRUCTED THAT SHALL CONTAIN A MINIMU
OF FIVE THOUSAND (5,000) GROSS SQUARE FEET. PROVIDED
FURTHER, ANY SALES OFFICE WITHIN THE CLUBHOUSE SHALL NOT
EXCEED TWENTY-FIVE (25) PERCENT OF THE CLUBHOUSE'S GROSS
SQUARE FOOTAGE. (CASE 03SN0316 PROFFERED CONDITION 20 AND
EXHIBIT A - DESIGN GUIDELINES) (P)
16. (NEW COMMENT IN RESPONSE TO CHANGES) OVERALL BUILDING
FOOTPRINTS APPEAR TO HAVE CHANGED. PROVIDE ELEVATIONS
REFLECTING THE CHANGES. ELEVATIONS MUST COMPLY WITH
ELEVATIONS APPROVED BY THE PLANNING COMMISSION - I.E.
ELEVATIONS DATED DECEMBER 9, 2008 BY EDWARD H WINKS JAMES
D. SNOWA ARCHITECTS.
17. (NEW COMMENT IN RESPONSE TO CHANGES) TRASH COMPACTOR.
CONSIDER A LESS PROMINENT LOCATION FOR THE TRASH
COMPACTOR. SOLID WASTE STORAGE AREAS MUST BE SCREENED IN
ACCORDANCE WITH SEC. 19-503.
18. INDICATE THE NUMBER OF 1, 2 AND 3 BEDROOM UNITS. A
MAXIMUM OF TEN (10 ) DWELLING UNITS MAY CONTAIN 3 BEDROOMS
NO DWELLING UNIT SHALL CONTAIN MORE THAN 3 BEDROOMS.
(CONDITION 13 OF CASE 03SN0316).
19. NOTE THAT CASH PROFFERS ARE DUE PRIOR TO ISSUANCE OF
BUILDING PERMITS. CONTACT THE OFFICE OF BUDGET AND
MANAGEMENT AT (804) 748-1548 TO DETERMINE EXACT AMOUNT OF
CASH PROFFER. (CONDITION 14 OF CASE 03SN0316.)
20. VERIFY THE NUMBER OF EXISTING ANGLED SPACES ON THE
NORTH SIDE OF LAKEVIEW PARKWAY. APPROVED SITE PLAN 07PR032
INDICATES ONLY 7 SPACES.
21. IT APPEARS THAT BUILDING 7 MAY ENCROAH INTO THE
WINTERFIELD ROAD RIGHT-OF -WAY. ENSURE THERE IS SUFFICIENT
SPACE FOR FOUNDATIONS AND VDOT CEAR ZONES- REVISE AS NEEDE
**********************************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #-----JEFF LAMSON
NAME OF PLAN-----------THE ESTATES AT MIDLOTHIAN TOWN CENT
(FORMERLY MIDLOTHIAN TOWN CENTER
APARTMENTS)
SITE PLAN NUMBER-------08PR0423
ADDRESS----------------1300 WINTERFIELD ROAD
LATEST PLAN DATE-------12-1-11
DEPT. REC'D. DATE------12-6-11
SUBMITTAL NUMBER-------4
REVIEW DATE------------1-10-11
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW-----------NO
PLAT PROCESSING--------YES- ACCESS EASEMENTS
LANDSCAPE PLAN STATUS- REVISIONS REQUIRED
ARCHITECTURAL ELEVATIONS--SUBMIT ELEVATIONS
LIGHTING PLAN/CUTSHEETS---REVISIONS REQUIRED
IRRIGATION/HOSEBIB PLAN---REVISE TO INCLUDE DIAMOND TREE
PLANTERS IN PARKING LOT
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A COMPLE
RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE PLANNING
DEPARTMENT.
BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. BE SURE TO INDICATE WHICH SHEETS SHOW THE
REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO DESCRIBE
ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF REVIEW
COMMENTS.
(CL X.X REPRESENTS CHECKLIST ITEM NUMBER)
NOTE THAT "STAFF REVIEW COMMENT (NUMBERS)" REFER TO THE
REPORT FOR CASE 08PR0423 WHICH WAS APPROVED BY THE PLANNIN
COMMISSION ON JANUARY 20, 2009, SUBJECT TO CONDITIONS AND
THE STAFF REVIEW COMMENTS.
2. CLARIFICATION OF CHESTERFIELD COUNTY TRANSPORTATION
DEPARTMENT COMMENT FOR NOTES THAT APPLY TO PHASING OF
ROAD IMPROVEMENTS. AND CLARIFICATION OF THE FIRE AND
DEPARTMENT NOTES REQUIRED FOR INTERNAL ROAD CONNECTIONS
ROADS:
ON THE SITE PLAN, PROVIDE EACH ITEM ON THE LIST OF PHASE I
ROAD IMPROVEMENTS PER THE APPROVED PHASING PLAN AND INCLUD
THE NOTE: "THE FOLLOWING LIST OF ROAD IMPROVEMENTS IS TO B
COMPLETED PRIOR TO ISSUANCE OF ANY CERTIFICATES OF
OCCUPANCY.
COMBINE THE FIRE DEPARTMENT AND PLANNING DEPARTMENT ACCESS
AS FOLLOWS:
"IN CONJUNCTION WITH CONSTRUCTION OF PUBLIC ROAD
REQUIRED BY THE APPROVED PHASING PLAN, CONSTRUCTION OF AN
INTERNAL ROAD CONNECTION TO MIDLOTHIAN TURNPIKE IS REQUIRE
PRIOR TO OCCUPANCY PERMITS FOR MORE THAN FIFTY RESIDENTIAL
UNITS (SEC. 19-111) AND/OR OCCUPANCY OF BUILDINGS IN EXCE
OF 30 FEET TALL (IFC 2009 SEC. D104.1) , WHICHEVER OCCURS
AN ADDITIONAL INTERNAL ROAD CONNECTION TO MIDLOTHIAN
TURNPIKE WILL BE REQUIRED PRIOR TO OCCUPANCY PERMITS FOR
MORE THAN 200 UNITS."
3. (STAFF REVIEW COMMENT 27). AS PREVIOUSLY REQUESTED,
SHARED ACCESS ROADS REQUIRE CROSS-ACCESS EASEMENT
AGREEMENTS. PROVIDE DEED BOOK AND PAGE NUMBER OF RECORDED
EASEMENT FOR VERIFICATION. (C.L. D1.) (P)
4. (STAFF REVIEW COMMENT 28.) PROVIDE DETAILS OF HVAC UNIT
SCREENING ALONG WINTERFIELD ROAD AND FROM PEDESTRIAN
STREETSCAPE AREAS. AVOID PLACING HVAC UNITS ALONG OR
ADJACENT TO PEDESTRIAN STREETSCAPE AREAS. (P)
THE APPROVED ARCHITECTURAL ELEVATIONS INDICATE A PITCHED
ROOF SO PROVIDE DETAILS OF SCREEING FOR GROUND MOUNTED
MECHANICAL EQUIPMENT. SEE WINKS SNOWA ELEVATIONS AS A GUID
5. (STAFF REVIEW COMMENT 30) AS PREVIOUSLY NOTED,
COMPLIANCE WITH THE RETAINING WALL ORDINANCE SECTION SEC.
19-570.1 IS REQUIRED:
A. SPECIFY WALL MATERIAL AND COLOR PER
SECTION 19-570.1 (A)
B. SPECIFY LANDSCAPING PER SECTION 19-570.1 (B)
C. SPECIFY AND PROVIDE DETAILS OF PEDESTRIAN AND
VEHICULAR GUARD RAILS IN ACCORDANCE WITH 19-570.1 (E)
D. PROVIDE ELEVATION DETAIL OF THE PEDESTRIAN SAFETY
FENCE CALLED OUT AS "ALUMINUM FENCE WITH VERTICAL
PICKETS."(P)
ADD GUARD RAIL ALONG NORTH LINE OF PARKING SPACES TO PREVE
CARS FROM DRIVING OVER RETAINING WALL.
RECOMMEND THAT VEHICULAR GUARD RAIL MATERIAL BE SPECIFIED
AS CORE-TEN STEEL IN ORDER TO HELP BLEND INTO THE
LANDSCAPE.
NOTE: IF BUILT CONDITIONS DIFFER FROM THE PROPOSED SITE
PLAN, SAFETY RAILS MAY BE REQUIRED AT TIME OF OCCUPANCY. I
CASES WHERE THE CODE DOES NOT REQUIRE SAFETY RAILS, IT IS
THE RESPONSIBILITY OF THE OWNER AND CONSULTANTS TO ASSESS
POTENTIAL LIABILITIES WITH ALL GRADE CHANGES AND TAKE
APPROPRIATE ACTION. (P)
***RECOMMEND MEETING TO DISCUSS AND RESOLVE ITEMS 6-8 BELO
CONTACT JEFF LAMSON AT 751-4158 TO SCHEDULE MEETING. ***
6. (STAFF REVIEW COMMENT 32) SIDEWALKS: LABEL WALK MATERIA
AND PROVIDE DETAILS. IF LOCATED OUTSIDE OF THE RIGHT OF
WAY, WALKS SHALL BE CONSTRUCTED OF DECORATIVE MATERIALS.
THERE ALSO SHALL BE AN INTERNAL SYSTEM OF SIDEWALKS AND
CROSSWALKS IN THE DEVELOPMENT CONSTRUCTED OF DECORATIVE
MATERIALS. (CASE 03SN0316 PROFFERED CONDITION 21.)
CONDITION 21. SIDEWALKS. SIDEWALKS, AND CROSSWALKS WHERE
NECESSARY, SHALL BE CONSTRUCTED ALONG THE WEST SIDE OF
WINTERFIELD ROAD AND NORTH SIDE OF MIDLOTHIAN TURNPIKE FOR
THE ENTIRE LENGTH OF THE SUBJECT PROPERTIES ADJACENT TO
SUCH ROADS. IF LOCATED WITHIN THE VDOT RIGHT OF WAY, THE
SIDEWALKS AND CROSSWALKS SHALL BE CONSTRUCTED TO REQUIRED
VDOT STANDARDS AND MATERIALS. SIDEWALKS SHALL BE A MINIMUM
OF FIVE (5) FEET IN WIDTH AND, IF LOCATED OUTSIDE OF THE
RIGHT OF WAY, CONSTRUCTED OF DECORATIVE MATERIALS. THERE
ALSO SHALL BE AN INTERNAL SYSTEM OF SIDEWALKS AND
CROSSWALKS IN THE DEVELOPMENT CONSTRUCTED OF DECORATIVE
MATERIALS. (REFERENCE EXHIBIT A, PAGE 2.3.1)
CLARIFICATION: INDICATE SPECIFIC WALK MATERIAL FROM LIST O
SIDEWALK MATERIALS INDICATED IN EXHIBIT A., PAGES 1.2.1,
2.1, AND 2.3.1. A CHANGE IN WALK MATERIALS CAN DISTINGUISH
BETWEEN RETAIL AND RESIDENTIAL AREAS. (P)
THIS INFORMATION MUST BE PROVIDED ON THE SITE PLAN - NOT
AT A LATER DATE. REVISE PLAN SHEETS TO INDICATE DECORATIV
MATERIAL OF SIDEWALKS AND PROVIDE CONSTRUCTION DETAILS.
7. (STAFF REVIEW COMMENT 33) AS PREVIOUSLY REQUESTED ,
INDICATE AND PROVIDE DETAILS OF STREETSCAPE AND PEDESTRIAN
AMENITIES ALONG THE SOUTH ELEVATION OF BUILDING 8 AND ALON
THE NORTH-SOUTH RUNNING WALK ACROSS FROM THE POND: STREET
TREES; DETAILS OF TREE WELLS; DECORATIVE PAVING MATERIALS
AND CROSSWALKS, BENCHES, LIGHTS, FENCING AROUND POOL AND
OTHER APPROPRIATE AMENITIES IN ACCORDANCE WITH PROFFERED
CONDITION 16 AND EXHIBIT A. (P)
8. THE 11 PARKING SPACES INDICATED ON THE WEST SIDE OF
LAKEVIEW PLACE (ACROSS FROM BUILDING 9 ) ARE LOCATED IN AN
AREA OF SITE IMPROVEMENTS SHOWN ON SITE PLAN 08PR0231. TH
SITE IMPROVEMENTS ARE REQUIRED AMENITIES ALONG THE POND AN
CONSIST OF PAVER BRICKS, BENCHES, PEDESTRIAN
LIGHTING,WROUGHT IRON STYLE PICKET FENCING AND LANDSCAPNG
PROVIDE EQUIVALENT AMENTIES IN THIS LOCATION, INCLUDING
ADDITIONAL RETAINING WALL NEEDED TO CREATE THIS POND SIDE
AMENITY.
A. PROVIDE DETIALS OF RAILINGS.
B. HOW WILL VIEWS TO THE UNDERSIDE OF THE PROPOSED DECK
BE TREATED? PROVIDE CONSTRUCTION DETAILS AND LANDCSAPING.
C. ALL WALKS ARE TO BE A MINIMUM OF 5 FEET WIDE. REVISE TO
COMPLY.
D. INDICATE TREE GRATES IN TREE WELL LOCATIONS.
E. PROVIDE BENCH ANCHORING DETAIL.
F. REVIEW BENCH LOCATIONS ADJACENT TO PARKED CARS.
OTHER LOCATIONS MAY BE BETTER SUITED FOR BENCHES.
9. (STAFF REVIEW COMMENT 34) AS PREVIOUSLY REQUESTED,
REVISE LAYOUT TO PROVIDE SUFFICIENT SPACE (15' MINIMUM)
BETWEEN THE BUILDING AND RIGHT OF WAY FOR THE REQUIRED
STREET TREES, OR PROVIDE DOCUMENTATION FROM VDOT PERMITTIN
PLANTING OF STREET TREES WITHIN THE RIGHT OF WAY. ALTHOUGH
THE SETBACK EXCEPTION WAS GRANTED, CONDITION 21 REQUIRES
STREET TREES ALONG WINTERFIELD ROAD. UNLESS DOCUMENTATION
IS PROVIDED FROM VDOT PERMITTING THE TREES WITHIN THE
RIGHT-OF-WAY, SPACE WITHIN THE SITE ADJACENT TO WINTERFIEL
ROAD MUST BE PROVIDED FOR THE STREET TREES. PROVIDE VDOT
DOCUMENTATION PRIOR TO SITE PLAN APPROVAL. (P)
10. (STAFF REVIEW COMMENT 35) AS PREVIOUSLY REQUESTED, A
LANDSCAPE PLAN MUST BE SUBMITTED FOR SITE PLAN APPROVAL
THAT ADDRESSES THE REQUIREMENTS OF SEC. 19-517 (A) & (B),
INCLUDING CONDITIONS OF ZONING) (P)
REVISE LANDSCAPE PLAN AS NOTED HEREIN, INCLUDING
REVISIONS TO REFLECT SITE PLAN LAYOUT WITH DIAMOND TREE
PLANTERS IN PARKING AREA..
11. (STAFF REVIEW COMMENT 36.) AS PREVIOUSLY REQUESTED,
INDICATE PROPOSED SITE AREA LIGHTING ON THE LANDSCAPE PLAN
PROPOSED LANDSCAPING AND LIGHTING LOCATIONS SHALL BE
COORDINATED TO PREVENT PLANT MATERIAL AT MATURE SIZES FROM
INTERFERING WITH LIGHT FIXTURES. (REF SEC. 19-517 (B)) (P)
REMOVE LIGHTING FROM DIAMOND TREE PLANTERS AND LOCATE
ELSEWHERE IN THE PARKING LOT.
ON THE LIGHTING PLAN, PROVIDE LEGEND TO KEY LIGHT
FIXTURES TO SPECIFICATIONS.
12. (STAFF REVIEW COMMENT 37.) AS PREVIOUSLY REQUESTED
PROVIDE LIGHTING PLANS AND FIXTURE DETAILS IN COMPLIANCE
WITH CASE 03SN0316 PROFFERED CONDITION 22:
CONDITION 22. LIGHTING. ALONG THE PERIMETER OF THE
DEVELOPMENT ADJACENT TO WINTERFIELD ROAD AND MIDLOTHIAN
TURNPIKE, PEDESTRIAN SCALE LIGHT FIXTURES SHALL BE
INSTALLED WITH A DESIGN CONSISTENT WITH THE MIDLOTHIAN
TURNPIKE, PEDESTRIAN SCALE LIGHT FIXTURES SHALL BE
INSTALLED WITH A DESIGN CONSISTENT WITH THE MIDLOTHIAN
VILLAGE GUIDELINES AND SPACED AS MAY BE APPROVED AT TIME O
SITE PLAN REVIEW. THE PROJECT SHALL ALSO HAVE AN INTERNAL
SYSTEM OF OUTDOOR LIGHTING, CONSISTENT WITH THE PEDESTRIAN
SCALE OF THE DEVELOPMENT, EXCEPT AS MAY BE APPROVED AT TIM
OF SITE PLAN REVIEW. (CASE 03SN0316 PROFFERED CONDITION 22
ALSO REFERENCE EXHIBIT A PAGE 2.3.) (P)
13. (15.) (STAFF REVIEW COMMENT 40.) PRIOR TO THE
OF OCCUPANCY FOR MORE THAN ONE HUNDRED (100) DWELLING
CLUBHOUSE SHALL BE CONSTRUCTED THAT SHALL CONTAIN A MINIMU
OF FIVE THOUSAND (5,000) GROSS SQUARE FEET. PROVIDED
FURTHER, ANY SALES OFFICE WITHIN THE CLUBHOUSE SHALL NOT
EXCEED TWENTY-FIVE (25) PERCENT OF THE CLUBHOUSE'S GROSS
SQUARE FOOTAGE. (CASE 03SN0316 PROFFERED CONDITION 20 AND
EXHIBIT A - DESIGN GUIDELINES) (P)
14. (16.) (NEW COMMENT IN RESPONSE TO CHANGES) OVERALL
BUILDING FOOTPRINTS APPEAR TO HAVE CHANGED. PROVIDE
ELEVATIONS REFLECTING THE CHANGES. ELEVATIONS MUST COMPLY
WITH ELEVATIONS APPROVED BY THE PLANNING COMMISSION -I.E.
ELEVATIONS DATED DECEMBER 9, 2008 BY EDWARD H WINKS JAMES
D. SNOWA ARCHITECTS.
15. (17.) PROVIDE DETAILS OF SCREENING OF TRASH COMPACTOR.
16. (18.) INDICATE THE NUMBER OF 1, 2 AND 3 BEDROOM UNITS.
MAXIMUM OF TEN (10 ) DWELLING UNITS MAY CONTAIN 3 BEDROOMS
NO DWELLING UNIT SHALL CONTAIN MORE THAN 3 BEDROOMS.
(CONDITION 13 OF CASE 03SN0316).
17. (19.) NOTE THAT CASH PROFFERS ARE DUE PRIOR TO ISSUANC
BUILDING PERMITS. CONTACT THE OFFICE OF BUDGET AND
MANAGEMENT AT (804) 748-1548 TO DETERMINE EXACT AMOUNT OF
CASH PROFFER. (CONDITION 14 OF CASE 03SN0316.)
18. (23.) INDICATE CROSSWALK AT LAKEVIEW PLACE ON THE EAST
SIDE OF BRIDGE. NOTE THAT CROSSWALKS ARE TO BE CONSTRUCTED
OF DECORATIVE PAVEMENT - UNIT PAVERS OR STAMPED CONCRETE.
19. (24.) THE PROPOSED RETAINING WALL FOR BUILDING 4 WILL
HAVE A POTENTIALLY NEGATIVE VISUAL IMPACT. SPECIFY THE WAL
COLOR TO BE EARTH TONE OR TO MATCH THE APARTMENT BUILDING
MASONRY. RECOMMEND PROVIDING LANDSCAPING AT THE BASE OF TH
RETAINING WALL TO BREAK UP THE EXPANSE OF WALL.
20. (26.) REGARDING THE ROAD CONNECTION REQUIRED THE BETWE
THE APARTMENT COMPLEX AND MIDLOTHIAN TURNPIKE, CONSIDERATI
SHOULD BE GIVEN TO THE OVERALL APPEARANCE OF ROADWAY AS IT
SERVES AS A MAIN ENTRANCEWAY INTO THE DEVELOPMENT FROM
MIDLOTHIAN TURNPIKE. IT IS SUGGESTED THAT LANDSCAPING AND
WALKWAYS BE PROVIDED IN CONJUNCTION WITH THE CONSTRUCTION
THE APARTMENT DEVELOPMENT.
BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. BE SURE TO INDICATE WHICH SHEETS SHOW THE
REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO DESCRIBE
ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF REVIEW
COMMENTS.
ADDRESS----------------1300 WINTERFIELD ROAD
LATEST PLAN DATE-------5-29-15
DEPT. REC'D. DATE------5-29-15
SUBMITTAL NUMBER-------5
REVIEW DATE------------6-26-15
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW-----------NO
PLAT PROCESSING--------YES- ACCESS EASEMENTS
LANDSCAPE PLAN STATUS- REVISIONS REQUIRED
ARCHITECTURAL ELEVATIONS- RE-SUBMIT UPDATED ELEVATIONS
LIGHTING PLAN/CUTSHEETS---REVISIONS REQUIRED
IRRIGATION/HOSEBIB PLAN---REVISE TO INCLUDE DIAMOND TREE
PLANTERS IN PARKING LOT
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A COMPLE
RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE PLANNING
DEPARTMENT.
BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. BE SURE TO INDICATE WHICH SHEETS SHOW THE
REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO DESCRIBE
ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF REVIEW
COMMENTS.
NOTE THAT "STAFF REVIEW COMMENT (NUMBERS)" REFER TO THE ST
REPORT FOR CASE 08PR0423 WHICH WAS APPROVED BY THE PLANNIN
COMMISSION ON JANUARY 20, 2009, SUBJECT TO CONDITIONS AND
THE STAFF REVIEW COMMENTS.
2. CLARIFICATION OF CHESTERFIELD COUNTY TRANSPORTATION
DEPARTMENT COMMENT FOR NOTES THAT APPLY TO PHASING OF REQU
ROAD IMPROVEMENTS.AND CLARIFICATION OF THE FIRE AND PLANNI
DEPARTMENT NOTES REQUIRED FOR INTERNAL ROAD CONNECTIONS PU
ROADS:
ON THE SITE PLAN, PROVIDE EACH ITEM ON THE LIST OF PHASE I
ROAD IMPROVEMENTS PER THE APPROVED PHASING PLAN AND INCLUD
THE NOTE: "THE FOLLOWING LIST OF ROAD IMPROVEMENTS IS TO B
COMPLETED PRIOR TO ISSUANCE OF ANY CERTIFICATES OF OCCUPAN
COMBINE THE FIRE DEPARTMENT AND PLANNING DEPARTMENT ACCESS
AS FOLLOWS:
"IN CONJUNCTION WITH CONSTRUCTION OF PUBLIC ROAD IMPROVEME
REQUIRED BY THE APPROVED PHASING PLAN, CONSTRUCTION OF AN
INTERNAL ROAD CONNECTION TO MIDLOTHIAN TURNPIKE IS REQUIRE
PRIOR TO OCCUPANCY PERMITS FOR MORE THAN FIFTY RESIDENTIAL
UNITS (SEC. 19-111) AND/OR OCCUPANCY OF BUILDINGS IN EXCE
OF 30 FEET TALL (IFC 2009 SEC. D104.1) , WHICHEVER OCCURS
AN ADDITIONAL INTERNAL ROAD CONNECTION TO MIDLOTHIAN TURNP
WILL BE REQUIRED PRIOR TO OCCUPANCY PERMITS FOR MORE THAN
200 UNITS."
3. (STAFF REVIEW COMMENT 27). AS PREVIOUSLY REQUESTED,
SHARED ACCESS ROADS REQUIRE CROSS-ACCESS EASEMENT
AGREEMENTS. PROVIDE DEED BOOK AND PAGE NUMBER OF RECORDED
EASEMENT FOR VERIFICATION. (C.L. D1.) (P)
4. (STAFF REVIEW COMMENT 28.) PROVIDE DETAILS OF HVAC UNIT
SCREENING ALONG WINTERFIELD ROAD AND FROM PEDESTRIAN
STREETSCAPE AREAS. AVOID PLACING HVAC UNITS ALONG OR
ADJACENT TO PEDESTRIAN STREETSCAPE AREAS. (P)
THE APPROVED ARCHITECTURAL ELEVATIONS INDICATE A PITCHED
ROOF SO PROVIDE DETAILS OF SCREEING FOR GROUND MOUNTED
MECHANICAL EQUIPMENT. SEE WINKS SNOWA ELEVATIONS AS A GUID
5. (STAFF REVIEW COMMENT 30) AS PREVIOUSLY NOTED,
COMPLIANCE WITH THE RETAINING WALL ORDINANCE SECTION SEC.
19-570.1 IS REQUIRED:
A. SPECIFY WALL MATERIAL AND COLOR PER
SECTION 19-570.1 (A)
B. SPECIFY LANDSCAPING PER SECTION 19-570.1 (B)
C. SPECIFY AND PROVIDE DETAILS OF PEDESTRIAN AND
VEHICULAR GUARD RAILS IN ACCORDANCE WITH 19-570.1 (E)
D. PROVIDE ELEVATION DETAIL OF THE PEDESTRIAN SAFETY
FENCE CALLED OUT AS "ALUMINUM FENCE WITH VERTICAL
PICKETS."(P)
ADD GUARD RAIL ALONG NORTH LINE OF PARKING SPACES TO PREVE
CARS FROM DRIVING OVER RETAINING WALL.
RECOMMEND THAT VEHICULAR GUARD RAIL MATERIAL BE SPECIFIED
AS CORE-TEN STEEL IN ORDER TO HELP BLEND INTO THE
LANDSCAPE.
NOTE: IF BUILT CONDITIONS DIFFER FROM THE PROPOSED SITE
PLAN, SAFETY RAILS MAY BE REQUIRED AT TIME OF OCCUPANCY. I
CASES WHERE THE CODE DOES NOT REQUIRE SAFETY RAILS, IT IS
THE RESPONSIBILITY OF THE OWNER AND CONSULTANTS TO ASSESS
POTENTIAL LIABILITIES WITH ALL GRADE CHANGES AND TAKE
APPROPRIATE ACTION. (P)
***RECOMMEND MEETING TO DISCUSS AND RESOLVE ITEMS 6-8 BELO
CONTACT JEFF LAMSON AT 751-4158 TO SCHEDULE MEETING. ***
6. (STAFF REVIEW COMMENT 32) SIDEWALKS: LABEL WALK MATERIA
AND PROVIDE DETAILS. IF LOCATED OUTSIDE OF THE RIGHT OF
WAY, WALKS SHALL BE CONSTRUCTED OF DECORATIVE MATERIALS.
THERE ALSO SHALL BE AN INTERNAL SYSTEM OF SIDEWALKS AND
CROSSWALKS IN THE DEVELOPMENT CONSTRUCTED OF DECORATIVE
MATERIALS. (CASE 03SN0316 PROFFERED CONDITION 21.)
CONDITION 21. SIDEWALKS. SIDEWALKS, AND CROSSWALKS WHERE
NECESSARY, SHALL BE CONSTRUCTED ALONG THE WEST SIDE OF
WINTERFIELD ROAD AND NORTH SIDE OF MIDLOTHIAN TURNPIKE FOR
THE ENTIRE LENGTH OF THE SUBJECT PROPERTIES ADJACENT TO
SUCH ROADS. IF LOCATED WITHIN THE VDOT RIGHT OF WAY, THE
SIDEWALKS AND CROSSWALKS SHALL BE CONSTRUCTED TO REQUIRED
VDOT STANDARDS AND MATERIALS. SIDEWALKS SHALL BE A MINIMUM
OF FIVE (5) FEET IN WIDTH AND, IF LOCATED OUTSIDE OF THE
RIGHT OF WAY, CONSTRUCTED OF DECORATIVE MATERIALS. THERE
ALSO SHALL BE AN INTERNAL SYSTEM OF SIDEWALKS AND
CROSSWALKS IN THE DEVELOPMENT CONSTRUCTED OF DECORATIVE
MATERIALS. (REFERENCE EXHIBIT A, PAGE 2.3.1)
CLARIFICATION: INDICATE SPECIFIC WALK MATERIAL FROM LIST O
SIDEWALK MATERIALS INDICATED IN EXHIBIT A., PAGES 1.2.1,
2.1, AND 2.3.1. A CHANGE IN WALK MATERIALS CAN DISTINGUISH
BETWEEN RETAIL AND RESIDENTIAL AREAS. (P)
THIS INFORMATION MUST BE PROVIDED ON THE SITE PLAN - NOT
AT A LATER DATE. REVISE PLAN SHEETS TO INDICATE DECORATIV
MATERIAL OF SIDEWALKS AND PROVIDE CONSTRUCTION DETAILS.
7. (STAFF REVIEW COMMENT 33) AS PREVIOUSLY REQUESTED ,
INDICATE AND PROVIDE DETAILS OF STREETSCAPE AND PEDESTRIAN
AMENITIES ALONG THE SOUTH ELEVATION OF BUILDING 8 AND ALON
THE NORTH-SOUTH RUNNING WALK ACROSS FROM THE POND: STREET
TREES; DETAILS OF TREE WELLS; DECORATIVE PAVING MATERIALS
AND CROSSWALKS, BENCHES, LIGHTS, FENCING AROUND POOL AND
OTHER APPROPRIATE AMENITIES IN ACCORDANCE WITH PROFFERED
CONDITION 16 AND EXHIBIT A. (P)
8. THE 11 PARKING SPACES INDICATED ON THE WEST SIDE OF
LAKEVIEW PLACE (ACROSS FROM BUILDING 9 ) ARE LOCATED IN AN
AREA OF SITE IMPROVEMENTS SHOWN ON SITE PLAN 08PR0231. TH
SITE IMPROVEMENTS ARE REQUIRED AMENITIES ALONG THE POND AN
CONSIST OF PAVER BRICKS, BENCHES, PEDESTRIAN
LIGHTING,WROUGHT IRON STYLE PICKET FENCING AND LANDCSAPNG
PROVIDE EQUIVALENT AMENTIES IN THIS LOCATION, INCLUDING
ADDITIONAL RETAINING WALL NEEDED TO CREATE THIS POND SIDE
AMENITY.
A. PROVIDE DETIALS OF RAILINGS.
B. HOW WILL VIEWS TO THE UNDERSIDE OF THE PROPOSED DECK
BE TREATED? PROVIDE CONSTRUCTION DETAILS AND LANDCSAPING.
C. ALL WALKS ARE TO BE A MINIMUM OF 5 FEET WIDE. REVISE TO
COMPLY.
D. INDICATE TREE GRATES IN TREE WELL LOCATIONS.
E. PROVIDE BENCH ANCHORING DETAIL.
9. (STAFF REVIEW COMMENT 34) AS PREVIOUSLY REQUESTED,
REVISE LAYOUT TO PROVIDE SUFFICIENT SPACE (15' MINIMUM)
BETWEEN THE BUILDING AND RIGHT OF WAY FOR THE REQUIRED
STREET TREES, OR PROVIDE DOCUMENTATION FROM VDOT PERMITTIN
PLANTING OF STREET TREES WITHIN THE RIGHT OF WAY. ALTHOUGH
THE SETBACK EXCEPTION WAS GRANTED, CONDITION 21 REQUIRES
STREET TREES ALONG WINTERFIELD ROAD. UNLESS DOCUMENTATION
IS PROVIDED FROM VDOT PERMITTING THE TREES WITHIN THE
RIGHT-OF-WAY, SPACE WITHIN THE SITE ADJACENT TO WINTERFIEL
ROAD MUST BE PROVIDED FOR THE STREET TREES. PROVIDE VDOT
DOCUMENTATION PRIOR TO SITE PLAN APPROVAL. (P)
10. (STAFF REVIEW COMMENT 35) AS PREVIOUSLY REQUESTED, A
LANDSCAPE PLAN MUST BE SUBMITTED FOR SITE PLAN APPROVAL
THAT ADDRESSES THE REQUIREMENTS OF SEC. 19-517 (A) & (B),
INCLUDING CONDITIONS OF ZONING) (P)
A. REVISE LANDSCAPE PLAN AS NOTED HEREIN, INCLUDING
REVISIONS TO REFLECT SITE PLAN LAYOUT WITH DIAMOND TREE
PLANTERS IN PARKING AREA.
B. THE PARKING LOT LANDSSCAPE ISLANDS MUST MEET
ORDINANCE STANDARDS. FOR HALF OF THE REQUIRED TREES,
PROVIDE PLATING ISLANDS FOR LARGEMATURING SHADE TREES
- ISLANDS MUST BE A MINIMUM OF 250 SQUARE FEET WITH
MINIMUM DIMENSION OF 15 FEET.
C. CREPE MYRTLE MUST BE SPECIFIED AT 10'-12' TALL.
LIGHTING COMMENTS BELOW REPEATED AS LANDSCAPE PLAN IS
EXPECTED TO BE REVISED.
11. (STAFF REVIEW COMMENT 36.) AS PREVIOUSLY REQUESTED,
INDICATE PROPOSED SITE AREA LIGHTING ON THE LANDSCAPE PLAN
PROPOSED LANDSCAPING AND LIGHTING LOCATIONS SHALL BE
COORDINATED TO PREVENT PLANT MATERIAL AT MATURE SIZES FROM
INTERFERING WITH LIGHT FIXTURES. (REF SEC. 19-517 (B)) (P)
12. (STAFF REVIEW COMMENT 37.) AS PREVIOUSLY REQUESTED
PROVIDE LIGHTING PLANS AND FIXTURE DETAILS IN COMPLIANCE
WITH CASE 03SN0316 PROFFERED CONDITION 22:
CONDITION 22. LIGHTING. ALONG THE PERIMETER OF THE
DEVELOPMENT ADJACENT TO WINTERFIELD ROAD AND MIDLOTHIAN
VILLAGE GUIDELINES AND SPACED AS MAY BE APPROVED AT TIME O
SITE PLAN REVIEW. THE PROJECT SHALL ALSO HAVE AN INTERNAL
SYSTEM OF OUTDOOR LIGHTING, CONSISTENT WITH THE PEDESTRIAN
SCALE OF THE DEVELOPMENT, EXCEPT AS MAY BE APPROVED AT TIM
OF SITE PLAN REVIEW. (CASE 03SN0316 PROFFERED CONDITION 22
ALSO REFERENCE EXHIBIT A PAGE 2.3.) (P)
13. (15.) (STAFF REVIEW COMMENT 40.) PRIOR TO THE CERTIFIC
OF OCCUPANCY FOR MORE THAN ONE HUNDRED (100) DWELLING UNIT
CLUBHOUSE SHALL BE CONSTRUCTED THAT SHALL CONTAIN A MINIMU
OF FIVE THOUSAND (5,000) GROSS SQUARE FEET. PROVIDED
FURTHER, ANY SALES OFFICE WITHIN THE CLUBHOUSE SHALL NOT
EXCEED TWENTY-FIVE (25) PERCENT OF THE CLUBHOUSE'S GROSS
SQUARE FOOTAGE. (CASE 03SN0316 PROFFERED CONDITION 20 AND
EXHIBIT A - DESIGN GUIDELINES) (P)
14. (16.) (NEW COMMENT IN RESPONSE TO CHANGES) OVERALL
BUILDING FOOTPRINTS APPEAR TO HAVE CHANGED. PROVIDE
ELEVATIONS REFLECTING THE CHANGES. ELEVATIONS MUST COMPLY
WITH ELEVATIONS APPROVED BY THE PLANNING COMMISSION -I.E.
ELEVATIONS DATED DECEMBER 9, 2008 BY EDWARD H WINKS JAMES
D. SNOWA ARCHITECTS.
15. (17.) (19.) NOTE THAT CASH PROFFERS ARE DUE PRIOR TO
ISSUANCE OF BUILDING PERMITS. CONTACT THE OFFICE OF BUDGET
AND MANAGEMENT AT (804) 748-1548 TO DETERMINE EXACT AMOUNT
OF CASH PROFFER. (CONDITION 14 OF CASE 03SN0316.)
16. (19.) (24.) THE PROPOSED RETAINING WALL FOR BUILDING 4
HAVE A POTENTIALLY NEGATIVE VISUAL IMPACT. SPECIFY THE WAL
COLOR TO BE EARTH TONE OR TO MATCH THE APARTMENT BUILDING
MASONRY. RECOMMEND PROVIDING LANDSCAPING AT THE BASE OF TH
RETAINING WALL TO BREAK UP THE EXPANSE OF WALL.
17. (20.) (26.) REGARDING THE ROAD CONNECTION REQUIRED THE
THE APARTMENT COMPLEX AND MIDLOTHIAN TURNPIKE, CONSIDERATI
SHOULD BE GIVEN TO THE OVERALL APPEARANCE OF ROADWAY AS IT
SERVES AS A MAIN ENTRANCEWAY INTO THE DEVELOPMENT FROM
MIDLOTHIAN TURNPIKE. IT IS SUGGESTED THAT LANDSCAPING AND
WALKWAYS BE PROVIDED IN CONJUNCTION WITH THE CONSTRUCTION
THE APARTMENT DEVELOPMENT.
**********************************************************
==========================================================
==========================================================
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PROJECT : MIDLOTHIAN TOWN CENTER APARTMENTS
PROJECT PLAN NO. : 08PR0423
ADDRESS :
LATEST PLAN DATE : 6/16/08
RECEIVED DATE : 6/27/08
SUBMITTAL NUMBER : 1
REVIEW DATE : 7/1/08
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: ENVIRONMENTAL ENGINEERING / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PROJECT : MIDLOTHIAN TOWN CENTER APARTMENTS
PROJECT PLAN NO. : 08PR0423
ADDRESS :
LATEST PLAN DATE : 9/3/08
RECEIVED DATE : 9/3/08
SUBMITTAL NUMBER : 2
REVIEW DATE : 9/15/08
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PROJECT : MIDLOTHIAN TOWN CENTER APARTMENTS
PROJECT PLAN NO. : 08PR0423
ADDRESS :
LATEST PLAN DATE : 8/26/11
RECEIVED DATE : 8/30/11
SUBMITTAL NUMBER : 3
REVIEW DATE : 9/8/11
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PROJECT : MIDLOTHIAN TOWN CENTER APARTMENTS
PROJECT PLAN NO. : 08PR0423
ADDRESS :
LATEST PLAN DATE : 12/1/11
RECEIVED DATE : 12/6/11
SUBMITTAL NUMBER : 4
REVIEW DATE : 12/15/11
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PROJECT : MIDLOTHIAN TOWN CENTER APARTMENTS
PROJECT PLAN NO. : 08PR0423
ADDRESS :
LATEST PLAN DATE : 1/30/15
RECEIVED DATE : 2/10/15
SUBMITTAL NUMBER : 5
REVIEW DATE : 2/25/15
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PROJECT : MIDLOTHIAN TOWN CENTER APARTMENTS
PROJECT PLAN NO. : 08PR0423
ADDRESS :
LATEST PLAN DATE : 5/29/15
RECEIVED DATE : 6/2/15
SUBMITTAL NUMBER : 5
REVIEW DATE : 6/19/15
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PROJECT : MIDLOTHIAN TOWN CENTER APARTMENTS
PROJECT PLAN NO. : 08PR0423
ADDRESS :
LATEST PLAN DATE : 3/23/16
RECEIVED DATE : 3/25/16
SUBMITTAL NUMBER : 6
REVIEW DATE : 4/15/16
RECOMMENDATION : NOT APPROVED
1. COORDINATE POINTS BASED ON VIRGINIA STATE PLANE COORDIN
SYSTEM, SOUTH ZONE, NAD83 ARE MISSING. TWO COORDINATE POI
MUST BE SHOWN ON THE SITE PLAN BOUNDARY.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : MIDLOTHIAN TOWN CENTER APARTMENTS
CASE NUMBER : 08PR0423
LATEST PLAN DATE : 4/28/17
RECEIVED DATE : 5/5/17
SUBMITTAL NUMBER : 7
REVIEW DATE : 5/10/17
ADDRESS : NO ADDRESSES ASSIGNED YET
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. BUILDING FLOORPLANS WERE NOT SENT TO HOUSE NUMBER-
ING SECTION. PLEASE EMAIL THESE SEPARATELY TO AMY
JOHANSON AT JOHANSONA@CHESTERFIELD.GOV SO THAT PROPER
ADDRESSING CAN OCCUR.
2. THE STREET NAMES LAKEVIEW AND TRADE ARE ALREADY IN USE
IN OTHER AREAS OF THE COUNTY AND MAY NOT BE USED IN THIS
DEVELOPMENT. PROVIDE DIFFERENT STREET NAMES FOR THIS
DEVELOPMENT.
3. A BASE STREET NAME MAY ONLY BE USED THREE TIMES WITHIN
A DEVELOPMENT, OTHERWISE DUPLICATE BUILDING NUMBERS
WILL EXIST CAUSING CONFUSION IN MAIL DELIVERY.
4. STREET NAMES MUST BE APPROVED THROUGH RICHMOND
REGIONAL PLANNING DISTRICT COMMISSION STREET NAME
CLEARINGHOUSE AND/OR CRATER PLANNING DISTRICT
COMMISSION STREET NAME CLEARING HOUSE WITH
VERIFICATION SUBMITTED TO HOUSE NUMBERING PRIOR TO
SUBSTANTIAL APPROVAL.
5. THE STREET GOING WEST FROM BUILDING 1 AND PAST THE SIDE
OF BUILDING 4 MUST BE NAMED AS IT EXITS THIS PORTION OF TH
OVERALL DEVELOPMENT.
6. A STREET SIGN FEE OF $150.00 PER INTERSECTION (8) NEEDS
TO BE PAID TO ENVIRONMENTAL ENGINEERING PRIOR TO
SUBSTANTIAL APPROVAL SO THAT STREET SIGNS CAN BE
MANUFACTURED. PAYMENT SHOULD BE SUBMITTED ENVIRONMENTAL
ENGINEERING AND REFERENCED TO SITE PLAN NUMBER 08PR0423 -
MIDLOTHIAN TOWN CENTER APARTMENTS.
==========================================================
==========================================================
==========================================================
DEPARTMENT REVIEW: ENV.ENG, GIS/HOUSE NUMBERING SECTION
REVIEWER: DAVID VALLEAU
PHONE NUMBER: 748-1039
CASE NUMBER: 08PR0423
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
ADDRESS: NO ADDRESS IS ASSIGNED AT THIS TIME
DATE OF REVIEW: JULY 3, 2008 REVIEW # 1
STATUS: HOUSE NUMBERING NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS
CONCERNING THE COMMENTS BELOW.
01) STREETS NEED TO BE NAMED. ( 2 NAMES)
02) STREET NAMES MUST BE APPROVED THROUGH RICHMOND
REGIONAL PLANNING DISTRICT COMMISSION STREET NAME
CLEARINGHOUSE AND/OR CRATER PLANNING DISTRICT
COMMISSION STREET NAME CLEARING HOUSE WITH
VERIFICATION SUBMITTED TO DAVID VALLEAU, ADDRESS
TECHNICIAN, ENVIRONMENTAL ENGINEERING PRIOR TO
SUBSTANTIAL APPROVAL.
03) LOCATION OF STREET ADDRESS SIGN IS NOT SHOWN.
(THE ADDRESS CAN BE PART OF YOUR MONUMENT SIGN.
THIS DOES NOT COUNT AS PART OF THE SQUARE FOOTAGE OF THE
SIGN. IF YOU ARE USING THE MONUMENT
SIGN FOR THE ADDRESS, A DETAIL OF THE MONUMENT SIGN
NEEDS TO BE ON THE SITE PLAN.)
04) IF THE SITE IS ON A THROUGH OR CORNER LOT AND THE
STREET ADDRESS SIGN WILL BE VISIBLE FROM MORE THAN
ONE ROAD, THE STREET NAME SHOULD BE INCLUDED IN THE
SIGN.
05) SPECIFY THE MATERIAL THAT THE ADDRESS SIGN IS TO BE
MADE OF. (MATERIAL TO BE MORE DURABLE THAN WOOD)
06.) A FOOT PRINT FLOOR PLAN MUST BE SUBMITTED TO HOUSE
NUMBERING PRIOR TO SUBSTANTIAL APPROVAL SO THAT
ADDRESSES CAN BE ASSIGNED. IF YOU HAVE ANY QUESTIONS
CONTACT DAVID VALLEAU AT 748-1039
07) A STREET SIGN FEE OF $150.00 PER INTERSECTION
(2 INTERSECTION) NEEDS TO BE PAID TO ENVIRONMENTAL
ENGINEERING PRIOR TO SUBSTANTIAL APPROVAL SO THAT ADDRESSE
CAN BE ASSIGNE
==========================================================
==========================================================
DEPARTMENT REVIEW: ENV.ENG, GIS/HOUSE NUMBERING SECTION
REVIEWER: DAVID VALLEAU
PHONE NUMBER: 748-1039
CASE NUMBER: 08PR0423
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
ADDRESS: NO ADDRESS IS ASSIGNED AT THIS TIME
DATE OF REVIEW: SEPTEMBER 15, 2008 REVIEW # 2
STATUS: HOUSE NUMBERING NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS
CONCERNING THE COMMENTS BELOW.
01) STREETS NEED TO BE NAMED. ( 2 NAMES)
02) STREET NAMES MUST BE APPROVED THROUGH RICHMOND
REGIONAL PLANNING DISTRICT COMMISSION STREET NAME
CLEARINGHOUSE AND/OR CRATER PLANNING DISTRICT
COMMISSION STREET NAME CLEARING HOUSE WITH
VERIFICATION SUBMITTED TO DAVID VALLEAU, ADDRESS
TECHNICIAN, ENVIRONMENTAL ENGINEERING PRIOR TO
SUBSTANTIAL APPROVAL.
03) LOCATION OF STREET ADDRESS SIGN IS NOT SHOWN.
(THE ADDRESS CAN BE PART OF YOUR MONUMENT SIGN.
THIS DOES NOT COUNT AS PART OF THE SQUARE FOOTAGE OF THE
SIGN. IF YOU ARE USING THE MONUMENT
SIGN FOR THE ADDRESS, A DETAIL OF THE MONUMENT SIGN
NEEDS TO BE ON THE SITE PLAN.)
04) IF THE SITE IS ON A THROUGH OR CORNER LOT AND THE
STREET ADDRESS SIGN WILL BE VISIBLE FROM MORE THAN
ONE ROAD, THE STREET NAME SHOULD BE INCLUDED IN THE
SIGN.
05) SPECIFY THE MATERIAL THAT THE ADDRESS SIGN IS TO BE
MADE OF. (MATERIAL TO BE MORE DURABLE THAN WOOD)
06.) A FOOT PRINT FLOOR PLAN MUST BE SUBMITTED TO HOUSE
NUMBERING PRIOR TO SUBSTANTIAL APPROVAL SO THAT
ADDRESSES CAN BE ASSIGNED. IF YOU HAVE ANY QUESTIONS
CONTACT DAVID VALLEAU AT 748-1039
07) A STREET SIGN FEE OF $150.00 PER INTERSECTION
(2 INTERSECTION) NEEDS TO BE PAID TO ENVIRONMENTAL
ENGINEERING PRIOR TO SUBSTANTIAL APPROVAL SO THAT ADDRESSE
CAN BE ASSIGNED
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DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: NANCY PARKER
PHONE NUMBER: 751-4319
FASE NUMBER: 08PR0423
NAME OF PLAN:THE ESTATES AT MIDLOTHIAN TOWN CENTER
ADDRESS: NO ADDRESSES ASSIGNED YET
DATE OF REVIEW:9/8/11 REVIEW # 3
STATUS: HOUSE NUMBERING NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS
CONCERNING THE COMMENTS BELOW.
1) FOR ADDRESSING PURPOSES, INDICATE THE METHOD OF MAIL
DELIVERY - INDIVIDUAL DOOR DELIVERY; INSIDE BUILDING KIOSK
DELIVERY IS BY NDCBU PLACE THE LOCATION OF EACH NDCBU
KIOSK ON THE PLAN AND INDICATE WHICH BUILDINGS WILL BE
SERVED BY EACH UNIT.
2) FOR APARTMENT BUILDINGS, A FLOOR PLAN LAYOUT OF EACH
BUILDING, OR STYLE OF BUILDING, MUST BE SUBMITTED WITH THE
SITE PLAN. THIS LAYOUT SHOULD INCLUDE THE LAYOUT OF EACH
FLOOR OF THE BUILDING. FLOOR PLAN LAYOUTS ARE ESPECIALLY
IMPORTANT FOR BUILDINGS 8 & 9, THE MIXED USE BUILDINGS.
3) FOR PURPOSES OF ADDRESSING APARTMENT UNITS: UNITS WITH
4) THE STREET NAME LAKEVIEW IS USED THROUGHOUT THIS
DEVELOPMENT. THE NAME LAKEVIEW CANNOT BE USED IN THIS
DEVELOPMENT AS THERE IS ALREADY A LAKEVIEW ROAD IN THE
SOUTHERN END OF THE COUNTY. WE TRY TO KEEP SIMILARLY
NAMED STREETS TOGETHER IN THE SAME DEVELOPMENT. PLEASE
CONTACT ME ABOUT STREET NAMES.
5) A BASE STREET NAME MAY ONLY BE USED THREE TIMES WITHIN
A DEVELOPMENT, OTHERWISE DUPLICATE BUILDING NUMBERS
WILL EXIST CAUSING CONFUSION IN MAIL DELIVERY.
6) BE ADVISED THAT COVE IS NOT AN APPROVED STREET TYPE IN
CHESTERFIELD COUNTY. APPROVED STREET TYPES CAN BE FOUND
AT HTTP://WWW.CHESTERFIELD.GOV/CONTENT2.ASPX?ID=2840 BY
SELECTING THE STREET NAMING ADMINISTRATIVE REGULATIONS
DOCUMENT.
7) STREET NAMES MUST BE APPROVED THROUGH RICHMOND
REGIONAL PLANNING DISTRICT COMMISSION STREET NAME
CLEARINGHOUSE AND/OR CRATER PLANNING DISTRICT
COMMISSION STREET NAME CLEARING HOUSE WITH
VERIFICATION SUBMITTED TO NANCY PARKER PRIOR TO
SUBSTANTIAL APPROVAL.
8) THE STREET GOING WEST FROM BUILDING 1 AND PAST THE SIDE
OF BUILDING 4 MUST BE NAMED AS IT EXITS THIS PORTION OF TH
OVERALL DEVELOPMENT.
9) A STREET SIGN FEE OF $150.00 PER INTERSECTION (8) NEEDS
BE PAID TO ENVIRONMENTAL ENGINEERING PRIOR TO
SUBSTANTIAL APPROVAL SO THAT STREET SIGNS CAN BE
MANUFACTURED. PAYMENT SHOULD BE SUBMITTED TO CAROLE
CLIBORNE IN ENVIRONMENTAL ENGINEERING AND REFERENCED
TO SITE PLAN NUMBER 08PR0423 - THE ESTATES AT MIDLOTHIAN
TOWN CENTER.
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DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: NANCY PARKER
PHONE NUMBER: 751-4319
CASE NUMBER: 08PR0423
NAME OF PLAN:THE ESTATES AT MIDLOTHIAN TOWN CENTER
ADDRESS: NO ADDRESSES ASSIGNED YET
DATE OF REVIEW:12/15/11 REVIEW # 4
STATUS: HOUSE NUMBERING NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS
CONCERNING THE COMMENTS BELOW.
1) FOR ADDRESSING PURPOSES, INDICATE THE METHOD OF MAIL
DELIVERY - INDIVIDUAL DOOR DELIVERY; INSIDE BUILDING KIOSK
DELIVERY IS BY NDCBU PLACE THE LOCATION OF EACH NDCBU
KIOSK ON THE PLAN AND INDICATE WHICH BUILDINGS WILL BE
SERVED BY EACH UNIT.
2) FOR APARTMENT BUILDINGS, A FLOOR PLAN LAYOUT OF EACH
BUILDING, OR STYLE OF BUILDING, MUST BE SUBMITTED WITH THE
SITE PLAN. THIS LAYOUT SHOULD INCLUDE THE LAYOUT OF EACH
FLOOR OF THE BUILDING. FLOOR PLAN LAYOUTS ARE ESPECIALLY
IMPORTANT FOR BUILDINGS 8 & 9, THE MIXED USE BUILDINGS.
3) FOR PURPOSES OF ADDRESSING APARTMENT UNITS: UNITS WITH
ACCESS FROM A COMMON BREEZEWAY WILL RECEVE THE
BUILDING ADDRESS NUMBER WITH A UNIT NUMBERS BEGINNING
WITH 101 FOR THE FIRST FLOOR, LEFT FRONT UNIT AND INCREASI
IN THE CLOCKWISE DIRECTION; SECOND FLOOR WILL BEGIN WITH
201 FOR THE FRONT LEFT UNIT, ETC. NO ALPHA- NUMERIC UNIT
NUMBERS WILL BE ASSIGNED.
4) THE STREET NAME LAKEVIEW IS USED THROUGHOUT THIS
DEVELOPMENT. THE NAME LAKEVIEW CANNOT BE USED IN THIS
DEVELOPMENT AS THERE IS ALREADY A LAKEVIEW ROAD IN THE
SOUTHERN END OF THE COUNTY. WE TRY TO KEEP SIMILARLY
NAMED STREETS TOGETHER IN THE SAME DEVELOPMENT. PLEASE
CONTACT ME ABOUT STREET NAMES.
5) A BASE STREET NAME MAY ONLY BE USED THREE TIMES WITHIN
A DEVELOPMENT, OTHERWISE DUPLICATE BUILDING NUMBERS
WILL EXIST CAUSING CONFUSION IN MAIL DELIVERY.
6) BE ADVISED THAT COVE IS NOT AN APPROVED STREET TYPE IN
CHESTERFIELD COUNTY. APPROVED STREET TYPES CAN BE FOUND
AT HTTP://WWW.CHESTERFIELD.GOV/CONTENT2.ASPX?ID=2840 BY
SELECTING THE STREET NAMING ADMINISTRATIVE REGULATIONS
DOCUMENT.
7) STREET NAMES MUST BE APPROVED THROUGH RICHMOND
REGIONAL PLANNING DISTRICT COMMISSION STREET NAME
CLEARINGHOUSE AND/OR CRATER PLANNING DISTRICT
COMMISSION STREET NAME CLEARING HOUSE WITH
VERIFICATION SUBMITTED TO NANCY PARKER PRIOR TO
SUBSTANTIAL APPROVAL.
8) THE STREET GOING WEST FROM BUILDING 1 AND PAST THE SIDE
OF BUILDING 4 MUST BE NAMED AS IT EXITS THIS PORTION OF TH
OVERALL DEVELOPMENT.
9) A STREET SIGN FEE OF $150.00 PER INTERSECTION (8) NEEDS
TO BE PAID TO ENVIRONMENTAL ENGINEERING PRIOR TO
SUBSTANTIAL APPROVAL SO THAT STREET SIGNS CAN BE
MANUFACTURED. PAYMENT SHOULD BE SUBMITTED TO CAROLE
CLIBORNE IN ENVIRONMENTAL ENGINEERING AND REFERENCED
TO SITE PLAN NUMBER 08PR0423 - THE ESTATES AT MIDLOTHIAN
TOWN CENTER.
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DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: NANCY PARKER
PHONE NUMBER: 751-4319
CASE NUMBER: 08PR0423
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
ADDRESS: NO ADDRESSES ASSIGNED YET
DATE OF REVIEW:12/15/11 REVIEW # 5
STATUS: HOUSE NUMBERING NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS
CONCERNING THE COMMENTS BELOW.
1) SHOW THE LOCATION OF ALL NEIGHBORHOOD DELIVERY COLLECTI
2) FOR APARTMENT BUILDINGS, A FLOOR PLAN LAYOUT OF EACH
FLOOR OF THE BUILDING. FLOOR PLAN LAYOUTS ARE ESPECIALLY
IMPORTANT FOR BUILDINGS 8 & 9, THE MIXED USE BUILDINGS.
3) FOR PURPOSES OF ADDRESSING APARTMENT UNITS: UNITS WITH
ACCESS FROM A COMMON BREEZEWAY WILL RECEVE THE
BUILDING ADDRESS NUMBER WITH A UNIT NUMBERS BEGINNING
WITH 101 FOR THE FIRST FLOOR, LEFT FRONT UNIT AND INCREASI
IN THE CLOCKWISE DIRECTION; SECOND FLOOR WILL BEGIN WITH
201 FOR THE FRONT LEFT UNIT, ETC. NO ALPHA- NUMERIC UNIT
NUMBERS WILL BE ASSIGNED.
4) THE STREET NAME LAKEVIEW AND TRADE ARE ALREADY IN USE
IN OTHER AREAS OF THE COUNTY AND MAY NOT BE USED IN THIS
DEVELOPMENT. PROVIDE DIFFERENT STREET NAMES FOR THIS
DEVELOPMENT.
5) A BASE STREET NAME MAY ONLY BE USED THREE TIMES WITHIN
A DEVELOPMENT, OTHERWISE DUPLICATE BUILDING NUMBERS
WILL EXIST CAUSING CONFUSION IN MAIL DELIVERY.
6) BE ADVISED THAT COVE IS NOT AN APPROVED STREET TYPE IN
CHESTERFIELD COUNTY. APPROVED STREET TYPES CAN BE FOUND
AT HTTP://WWW.CHESTERFIELD.GOV/CONTENT2.ASPX?ID=2840 BY
SELECTING THE STREET NAMING ADMINISTRATIVE REGULATIONS
DOCUMENT.
7) STREET NAMES MUST BE APPROVED THROUGH RICHMOND
REGIONAL PLANNING DISTRICT COMMISSION STREET NAME
CLEARINGHOUSE AND/OR CRATER PLANNING DISTRICT
COMMISSION STREET NAME CLEARING HOUSE WITH
VERIFICATION SUBMITTED TO NANCY PARKER PRIOR TO
SUBSTANTIAL APPROVAL.
8) THE STREET GOING WEST FROM BUILDING 1 AND PAST THE SIDE
OF BUILDING 4 MUST BE NAMED AS IT EXITS THIS PORTION OF TH
OVERALL DEVELOPMENT.
9) A STREET SIGN FEE OF $150.00 PER INTERSECTION (8) NEEDS
TO BE PAID TO ENVIRONMENTAL ENGINEERING PRIOR TO
SUBSTANTIAL APPROVAL SO THAT STREET SIGNS CAN BE
MANUFACTURED. PAYMENT SHOULD BE SUBMITTED ENVIRONMENTAL E
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DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: NANCY PARKER
PHONE NUMBER: 751-4319
CASE NUMBER: 08PR0423
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
ADDRESS: NO ADDRESSES ASSIGNED YET
DATE OF REVIEW:6/19/15 REVIEW # 5
STATUS: HOUSE NUMBERING NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS
CONCERNING THE COMMENTS BELOW.
1) NEW UNITED STATES POSTAL SERVICE REGULATIONS ISSUED
IN FEBRUARY 2015 NO LONGER ALLOW FOR INDIVIDUAL DOOR MAIL
2) SHOW THE LOCATION OF ALL NEIGHBORHOOD DELIVERY COLLECTI
BOX UNITS (NDCBU) WITHIN THE COMPLEX ON THE SITE PLAN.
3) FOR APARTMENT BUILDINGS, A FLOOR PLAN LAYOUT OF EACH
BUILDING, OR STYLE OF BUILDING, MUST BE SUBMITTED TO HOUSE
NUMBERING. THIS LAYOUT SHOULD INCLUDE THE LAYOUT OF EACH
ESPECIALLY IMPORTANT FOR BUILDINGS 8 & 9, THE MIXED USE BU
4) FOR PURPOSES OF ADDRESSING APARTMENT UNITS: UNITS WITH
ACCESS FROM A COMMON BREEZEWAY WILL RECEVE THE
BREEZEWAY ADDRESS NUMBER WITH UNIT NUMBERS BEGINNING
WITH 101 FOR THE FIRST FLOOR, LEFT FRONT UNIT AND INCREASI
IN THE CLOCKWISE DIRECTION; SECOND FLOOR WILL BEGIN WITH
201 FOR THE FRONT LEFT UNIT, ETC. NO ALPHA- NUMERIC UNIT
NUMBERS WILL BE ASSIGNED.
5) THE STREET NAMES LAKEVIEW AND TRADE ARE ALREADY IN USE
IN OTHER AREAS OF THE COUNTY AND MAY NOT BE USED IN THIS
DEVELOPMENT. PROVIDE DIFFERENT STREET NAMES FOR THIS
DEVELOPMENT.
6) A BASE STREET NAME MAY ONLY BE USED THREE TIMES WITHIN
A DEVELOPMENT, OTHERWISE DUPLICATE BUILDING NUMBERS
WILL EXIST CAUSING CONFUSION IN MAIL DELIVERY.
7) BE ADVISED THAT COVE IS NOT AN APPROVED STREET TYPE IN
CHESTERFIELD COUNTY. APPROVED STREET TYPES CAN BE FOUND
AT HTTP://WWW.CHESTERFIELD.GOV/CONTENT2.ASPX?ID=2840 BY
SELECTING THE STREET NAMING ADMINISTRATIVE REGULATIONS
DOCUMENT.
8) STREET NAMES MUST BE APPROVED THROUGH RICHMOND
REGIONAL PLANNING DISTRICT COMMISSION STREET NAME
CLEARINGHOUSE AND/OR CRATER PLANNING DISTRICT
COMMISSION STREET NAME CLEARING HOUSE WITH
VERIFICATION SUBMITTED TO HOUSE NUMBERING PRIOR TO
SUBSTANTIAL APPROVAL.
9) THE STREET GOING WEST FROM BUILDING 1 AND PAST THE SIDE
OF BUILDING 4 MUST BE NAMED AS IT EXITS THIS PORTION OF TH
OVERALL DEVELOPMENT.
10) A STREET SIGN FEE OF $150.00 PER INTERSECTION (8) NEED
TO BE PAID TO ENVIRONMENTAL ENGINEERING PRIOR TO
SUBSTANTIAL APPROVAL SO THAT STREET SIGNS CAN BE
MANUFACTURED. PAYMENT SHOULD BE SUBMITTED ENVIRONMENTAL E
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: FRANK NAUSE / 706-2012
EMAIL: NAUSEF@CHESTERFIELD.GOV
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER:08PR0423
ADDRESS:WINTERFEILD ROAD
LATEST PLAN DATE: 6/16/08
DEPT. REC'D. DATE: 6/26/08
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 7/1/08
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. A NOTE ADDRESSING THE REQUIREMENTS BELOW SHALL BE
ADDED TO THE GENERAL NOTES ON THE SITE PLAN.
"DURING THE CONSTRUCTION OF ANY STRUCTURE OR BUILDING,
PERMANENT FIRE HYDRANTS SHALL BE INSTALLED, PRIOR TO THE
USE OF COMBUSTIBLE MATERIALS IN CONSTRUCTION BEING USED
ON ANY FLOOR ABOVE THE FIRST FLOOR OR GROUND FLOOR
LEVEL HYDRANTS SHALL BE FUNCTIONAL FOR FIRE FIGHTING
PURPOSES AND MAINTAINED ACCESSIBLE TO FIRE FIGHTING
APPARATUS AT ALL TIMES. AN APPROVED ALL-WEATHER ROAD
SURFACE SHALL BE PROVIDED FOR ACCESS TO THE FIRE HYDRANTS
DURING CONSTRUCTION." SEE CHESTERFIELD COUNTY CODE
SECTION 106.9
2. THE MINIMUM REQUIRED FIRE FLOW FOR PROTECTION PURPOSES
SHALL BE SHOWN ON THE SUBMITTED DRAWINGS. REFER TO THE
INTERNATIONAL FIRE CODE (2006), SECTION B105 AND THE
COUNTY CODE OF CHESTERFIELD FOR EXCEPTIONS ALLOWED FOR
SPRINKLER PROTECTED BUILDINGS
" S.F. ON IFC FORM DOES NOT MATCH DRAWING ON C6.
3. A MINIMUM DISTANCE OF 40 FEET SHALL BE PROVIDED BETWEEN
FIRE HYDRANTS AND BUILDING EXTERIOR WALL.
" BUILDINGS 6,7,8,
4. FIRE HYDRANTS SHALL BE LOCATED AT A MAXIMUM DISTANCE O
50 FEET BETWEEN HYDRANT AND FIRE DEPARTMENT CONNECTION FOR
ANY PROPOSED FIRE SPRINKLER SYSTEM OR STANDPIPE SYSTEM.
" SHOW ALL FDC , HYDRANTS, AND VAULTS.
" FDC SHALL NOT BE LOCATED ON BUILDING.
5. THE APPROXIMATE LOCATION OF ALL REQUIRED FIRE LANE
SIGNS AND CURB / STREET MARKING SHALL BE INDICATED ON
THE PLAN. FIRE LANES THAT ARE BETWEEN TWENTY AND
TWENTY-SIX FEET IN WIDTH SHALL BE POSTED AND MARKED ON
BOTH SIDES OF THE ROADWAY. FIRE LANES IN EXCESS OF
TWENTY-SIX FEET IN WIDTH UP TO THIRTY-TWO FEET IN WIDTH
SHALL BE POSTED AND MARKED ON ONE SIDE OF THE
ROADWAY. THE LOCATION OF AND METHOD OF MARKING FIRE
LANES SHALL BE CLEARLY INDICATED ON THE SUBMITTED SITE
PLAN. ALL FIRE LANE SIGNS SHALL BE DOUBLE FACED AND
INSTALLED PERPENDICULAR TO THE CURB.
6. PROVIDE THE REQUIRED THRUST BLOCK DESIGN AND RODDING
DETAIL CHART FOR FIRE PROTECTION UNDERGROUND. ALSO
PROVIDE THE MINIMUM CONCRETE AMOUNT DESIGN CHART. THRUST
BLOCKS FOR FIRE PROTECTION UNDERGROUND SHALL BE DESIGNED
AT A MINIMUM TEST PRESSURE OF 225 PSI. THE REQUIRED
CHARTS AND DETAILS CAN BE OBTAINED FROM THE INTERNET FOR
CHESTERFIELD COUNTY - CHESTERFIELD FIRE AND EMS -
DIVISION OF FIRE AND LIFE SAFETY -
HTTP://WWW.CHESTERFIELD.GOV/PUBLICSAFETY/FIRE/PLANS.ASP
" A MINIMUM TEST PRESSURE OF 225 PSI.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: FRANK NAUSE / 706-2012
EMAIL: NAUSEF@CHESTERFIELD.GOV
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER:08PR0423
ADDRESS: WINTERFEILD ROAD
LATEST PLAN DATE: 9/03/08
DEPT. REC'D. DATE: 9/04/08
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 9/04/08
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. HYDRANTS SHALL BE >40' FROM BUILDNGS.
· PARKING DECK
2. SUGGEST MEETING TO RELOCATE HYDRANTS AND POSIBLY
ADDING A HYDRANT.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: GREG SMITH/ 706-2012
EMAIL: SMITHGD@CHESTERFIELD.GOV
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER:08PR0423
ADDRESS: WINTERFIELD ROAD
LATEST PLAN DATE: 8/26/11
DEPT. REC'D. DATE: 8/31/11
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 9/7/11
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. THE FIRE FLOW ESTIMATE FORMS, COMPUTER GENERATED WATER
FLOW TEST AND NODE MAP AND RESULTS TABLE WERE ALL SUPPLIE
UNDER SEPARATE COVER. THE ITEMS SHALL BE INCLUDED IN THE
PLANS UPON NEXT SUBMITTAL.
2. THE COMPUTER GENERATED WATER FLOW TEST IS CURRENTLY OVE
3 YEARS OLD. PROVIDE AN UPDATED TEST.
3. CHANGE NOTE 12 ON SHEET 1 TO READ:
"AN APPROVED KEY BOX SHALL BE PROVIDED FOR THE PROPOSED
BUILDING IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE,
SECTION 506.1 THE REQUIRED FORMS AND INSTALLATION
INSTRUCTIONS FOR THE KEY BOX CAN BE OBTAINED FROM
CHESTERFIELD FIRE AND EMS, FIRE AND LIFE SAFETY DIVISION,
AT 748-1426."
4. A SECOND POINT OF ACCESS IS REQUIRED PRIOR TO CERTIFICA
OF OCCUPANCY OF ANY BUILDING IN EXCESS OF 30' ABOVE THE
LOWEST LEVEL OF FIRE DEPARTMENT ACCESS IN ACCORDANCE WITH
IFC (2009) SECTION D104.1. PLEASE CHANGE THE NOTES OF THE
PLANS ADDRESS SECOND ACCESS TO REFLECT THIS.
5. PROVIDE DETAILS AS TO HOW SECOND ACCESS WILL BE PROVIDE
INGRESS/EGRESS EASEMENT, ROAD DESIGN, TIMING OF
CONSTRUCTION ETC.
6. AN ADDITIONAL HYDRANT IS REQUIRED IN THE AREA NORTH OF
BUILDING 3.
7. ITS IS RECOMMENDED TO CONTACT THE REVIEWER TO DISCUSS
THE RELOCATION OF HYDRANTS TO AN AREA AT LEAST 40' AWAY
FROM ANY BUILDING.
8. THE FIR-1A FIRE PROTECTION UNDERGROUND CONFIGURATION
IS UNLIKELY TO BE ABLE TO PRODUCE THE REQUIRED PRESSURE
AND FLOW. REVISE PLANS TO SHOW THE FIR-3 CONFIGURATION
FOR ALL BUILDINGS.
9. THE ABOVE COMMENT WILL ALSO CHANGE THE LAYOUT OF THE
FIRE HYDRANTS. A MEETING IS REQUESTED TO DISCUSS.
10. WILL THE PROPOSED DEVELOPMENT BE MARKETED SPECIFICALLY
TO ADULTS OVER THE AGE OF 55? PLEASE ADD A NOTE TO SHEET 8
ADDRESSING THIS QUESTION.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: GREG SMITH/ 706-2012
EMAIL: SMITHGD@CHESTERFIELD.GOV
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER:08PR0423
ADDRESS: WINTERFIELD ROAD
LATEST PLAN DATE:12/1/11
DEPT. REC'D. DATE: 12/7/11
SUBMITTAL NUMBER: 4TH REVIEW
REVIEW DATE: 12/13/11
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1.PREVIOUS COMMENTS #5 IS REPEATED:
PROVIDE DETAILS AS TO HOW SECOND ACCESS WILL BE PROVIDED:
INGRESS/EGRESS EASEMENT, ROAD DESIGN, TIMING OF
CONSTRUCTION ETC.
2. PROVIDE A COPY OF THE ABOVE MENTIONED EASEMENT PLAT TO
THE REVIEWER PRIOR TO TABLE REVIEW.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN/ 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER:08PR0423
ADDRESS: WINTERFIELD ROAD
LATEST PLAN DATE: 5/29/15
DEPT. REC'D. DATE: 6/1/15
SUBMITTAL NUMBER: 5TH REVIEW
REVIEW DATE: 6/1/15
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. PROVIDE A COPY OF THE CROSS ACCESS EASEMENT PLAT, SHOWI
THE LOCATION OF THE MEANS OF SECOND POINT OF ACCESS TO THE
REVIEWER PRIOR TO TABLE REVIEW.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN/ 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER:08PR0423
ADDRESS: WINTERFIELD ROAD
LATEST PLAN DATE: 3/23/16
DEPT. REC'D. DATE: 3/30/16
SUBMITTAL NUMBER: 6TH REVIEW
REVIEW DATE: 4/1/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE FDC BEING USED FOR BUILDING #1 NEEDS TO BE WITHIN
FEET OF A DEDICATED HYDRANT. RECOMMEND MOVING THE FDC
FOR BUILDING #1 TO THE SOUTHEAST CORNER OF THE BUILDING.
2. THE HYDRANTS SHOWN ON THE PLAN IS DEDICATED FOR THE FIR
SPRINKLER SYSTEM. A SECOND HYDRANT SHALL BE REQUIRED FOR
GENERAL FIREFIGHTING NEEDS. RECOMMEND ADDING AN ADDITIONAL
HYDRANT AT THE NORTHEAST CORNER OF THE POOL.
3. REPLACE THE FIR-3 TEMPLATE WITH THE UPDATED 2012 VERSIO
AS PUBLISHED BY THE CHESTERFIELD COUNTY UTILITIES
DEPARTMENT
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN/ 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: MIDLOTHIAN TOWN CENTER APARTMENTS
SITE PLAN NUMBER:08PR0423
ADDRESS: WINTERFIELD ROAD
LATEST PLAN DATE: 4/28/17
DEPT. REC'D. DATE: 5/2/17
SUBMITTAL NUMBER: 7TH REVIEW
REVIEW DATE: 5/3/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED PLAN IS APPROVED AS SUBMITTED.
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REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : SCOTT DUNN, P.E. / 748-1035
NAME OF PLAN : MIDLOTHIAN TOWN CENTER APARTMENTS
ADDRESS : 1300 WINTERFIELD ROAD
SITE PLAN NO. : 08PR0423
LATEST PLAN DATE : 06/16/08
DEPT. REC'D DATE : 06/26/08
SUBMITTAL NUMBER : ONE
REVIEW DATE : 07/10/08
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : NO
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND / OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL FEATURE
INCLUDING BUT NOT LIMITED TO "WETLANDS, SURFACE WATERS
(E.G. VSMP PERMIT FOR CONSTRUCTION SITES, GROUND WATER
AND AIR QUALITY") FINAL APPROVAL OF THESE PLANS WILL N
RELIEVE YOU OF YOUR RESPONSIBILITY. WETLANDS
DOCUMENTATION MUST BE RECEIVED BY THIS DEPARTMENT PRIO
TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
(CL) REPRESENTS A CHECKLIST COMMENT.
02. A BENCHMARK MUST BE SHOWN WITH REFERENCE TO MEAN SEA
LEVEL. (CL)
03. SHOW AND LABEL THE 100 YEAR BACKWATER FROM THE RAILROA
CULVERT ON SHEET C8.
04. PROVIDE VEHICULAR SAFETY MEASURES FOR THE RETAINING WA
BETWEEN BUILDING 7 AND BUILDING 8.
05. SPECIFY THE FINISHED FLOOR ELEVATION OF THE PARKING DE
ON THE GRADING PLAN SHEET C8.
06. THE DRAINAGE AREA FOR THE PROPOSED PAVED TRAPEZOIDAL
DITCH BEHIND THE PARKING DECK MUST BE SHOWN IN ITS
ENTIRETY ON THE DRAINAGE PLAN.
07. IT APPEARS FROM THE PROFILE OF THE CONCRETE DITCH BEHI
THE PARKING DECK ON SHEET C14 THAT CONTAINMENT IS NOT
PROVIDED FOR A DITCH DEPTH OF ONE FOOT. REVISE THE
DITCH ACCORDINGLY.
08. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE IN
A CONCRETE STRUCTURE.
09. ALL EXISTING AND PROPOSED DRAINAGE EASEMENTS MUST BE
SHOWN. (CL)
10. THE DEED BOOK AND PAGE NUMBER OF ALL EXISTING DRAINAGE
EASEMENTS MUST BE SHOWN ON THE PLAN. (CL)
11. PROVIDE CULVERT INLET PROTECTION FOR THE PIPE BEHIND T
PARKING DECK.
12. TABLE 3.31-B AND TABLE 3.32-D, FOUND IN THE CURRENT
EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK, MUST BE PROVIDED ON THE EROSION CONTROL PLAN
SHEETS.
13. A DETAIL MUST BE SHOWN FOR CURB INLET PROTECTION (THE
ONE SHOWN ON PLATE 3.07-8 OF STANDARD AND SPECIFICATIO
# 3.07).
14. THE STORMWATER / B.M.P. FACILITY MUST BE CERTIFIED BY
A PROFESSIONAL ENGINEER PRIOR TO ISSUANCE OF ANY
OCCUPANCY CERTIFICATES.
15. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
DISKETTE/CD, THE FORMAT OF WHICH SHALL BE AUTOCAD.DWG
DXF, MUST BE SUBMITTED TO CAROLE CLIBORNE OF
ENVIRONMENTAL ENGINEERING. THE DISKETTE/CD MUST CONTA
THE FOLLOWING, EACH IN A SEPARATE LAYER:
A. FINAL GRADING CONTOUR LINES (5' INTERVALS);
B. PROPOSED BUILDING FOOTPRINT;
C. ALL IMPERVIOUS AREA (PARKING LOTS, DRIVEWAYS, ROADS,
ETC); AND
D. THE STORM SEWER SYSTEM.
A LAYER REPORT PRINTED FROM AUTOCAD MUST BE SUBMITTED
WITH THE DISKETTE/CD. BOTH THE DISKETTE/CD AND THE
REPORT MUST BE LABELED WITH THE SITE PLAN NAME, SITE
PLAN NUMBER, AND THE ENGINEERING FIRM. ALL AUTOCAD
FILES MUST BE REFERENCED DIRECTLY TO THE VIRGINIA STAT
PLANE COORDINATE SYSTEM, SOUTH ZONE, IN THE NAD83 DATU
16. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. SUBSTANTIAL OR FULL SITE PLAN APPROVAL
B. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLANDS
EXPERT STATING:
1.THERE ARE NO WETLANDS IMPACTED ON THIS PROJECT, OR
2.ALL APPLICABLE FEDERAL AND STATE WETLAND PERMITS HAVE
BEEN ACQUIRED (COPIES OF THE PERMITS MUST BE SUBMITTED
C. COPIES OF THE VIRGINIA STORMWATER MANAGEMENT PERMIT
(VSMP) REGISTRATION STATEMENT AND PERMIT FEE FORM (AS
DEVELOPED BY THE DEPARTMENT OF CONSERVATION AND
RECREATION) MUST BE SUBMITTED
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REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : SCOTT DUNN, P.E. / 748-1035
NAME OF PLAN : MIDLOTHIAN TOWN CENTER APARTMENTS
ADDRESS : 1300 WINTERFIELD ROAD
SITE PLAN NO. : 08PR0423
LATEST PLAN DATE : 09/03/08
DEPT. REC'D DATE : 09/03/08
SUBMITTAL NUMBER : TWO
REVIEW DATE : 09/16/08
RECOMMENDATION : SUBSTANTIALLY APPROVED
TABLE REVISION : YES
PLAT PROCESSING : N/A
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND / OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL FEATURE
INCLUDING BUT NOT LIMITED TO "WETLANDS, SURFACE WATERS
(E.G. VSMP PERMIT FOR CONSTRUCTION SITES, GROUND WATER
AND AIR QUALITY") FINAL APPROVAL OF THESE PLANS WILL N
RELIEVE YOU OF YOUR RESPONSIBILITY. WETLANDS
DOCUMENTATION MUST BE RECEIVED BY THIS DEPARTMENT PRIO
TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
02. PROVIDE VEHICULAR SAFETY MEASURES FOR THE RETAINING WA
BETWEEN BUILDING 7 AND BUILDING 8.
03. SPECIFY THE FINISHED FLOOR ELEVATION OF THE PARKING DE
ON THE GRADING PLAN SHEET C8.
04. SPECIFY THE TEN YEAR DEPTH FOR THE CONCRETE DITCH BEHI
THE PARKING DECK FOR EACH CHANGE IN SLOPE ON THE PROFI
ON SHEET C14.
05. THE STORMWATER / B.M.P. FACILITY MUST BE CERTIFIED BY
A PROFESSIONAL ENGINEER PRIOR TO ISSUANCE OF ANY
OCCUPANCY CERTIFICATES.
06. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
DISKETTE/CD, THE FORMAT OF WHICH SHALL BE AUTOCAD.DWG
DXF, MUST BE SUBMITTED TO CAROLE CLIBORNE OF
ENVIRONMENTAL ENGINEERING. THE DISKETTE/CD MUST CONTA
THE FOLLOWING, EACH IN A SEPARATE LAYER:
A. FINAL GRADING CONTOUR LINES (5' INTERVALS);
B. PROPOSED BUILDING FOOTPRINT;
C. ALL IMPERVIOUS AREA (PARKING LOTS, DRIVEWAYS, ROADS,
ETC); AND
D. THE STORM SEWER SYSTEM.
A LAYER REPORT PRINTED FROM AUTOCAD MUST BE SUBMITTED
WITH THE DISKETTE/CD. BOTH THE DISKETTE/CD AND THE
REPORT MUST BE LABELED WITH THE SITE PLAN NAME, SITE
PLAN NUMBER, AND THE ENGINEERING FIRM. ALL AUTOCAD
FILES MUST BE REFERENCED DIRECTLY TO THE VIRGINIA STAT
PLANE COORDINATE SYSTEM, SOUTH ZONE, IN THE NAD83 DATU
07. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. SUBSTANTIAL OR FULL SITE PLAN APPROVAL
B. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLANDS
EXPERT STATING:
1.THERE ARE NO WETLANDS IMPACTED ON THIS PROJECT, OR
2.ALL APPLICABLE FEDERAL AND STATE WETLAND PERMITS HAVE
BEEN ACQUIRED (COPIES OF THE PERMITS MUST BE SUBMITTED
C. COPIES OF THE VIRGINIA STORMWATER MANAGEMENT PERMIT
(VSMP) REGISTRATION STATEMENT AND PERMIT FEE FORM (AS
DEVELOPED BY THE DEPARTMENT OF CONSERVATION AND
RECREATION) MUST BE SUBMITTED
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REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : SCOTT DUNN, P.E. / 748-1035
NAME OF PLAN : MIDLOTHIAN TOWN CENTER APARTMENTS
ADDRESS : 1300 WINTERFIELD ROAD
SITE PLAN NO. : 08PR0423
LATEST PLAN DATE : 08/26/11
DEPT. REC'D DATE : 08/31/11
SUBMITTAL NUMBER : THREE
REVIEW DATE : 09/15/11
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : NO
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND / OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL FEATURE
INCLUDING BUT NOT LIMITED TO "WETLANDS, SURFACE WATERS
(E.G. VSMP PERMIT FOR CONSTRUCTION SITES, GROUND WATER
AND AIR QUALITY") FINAL APPROVAL OF THESE PLANS WILL N
RELIEVE YOU OF YOUR RESPONSIBILITY. WETLANDS
DOCUMENTATION MUST BE RECEIVED BY THIS DEPARTMENT PRIO
TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
02. IT HAS RECENTLY COME TO OUR ATTENTION THAT THE STATE
STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
REQUIREMENTS CONCERNING THE 10-YEAR STORM PEAK
ATTENUATION AND WATER QUALITY COMPLIANCE WHICH VARIES
FROM BAY ACT COMPLIANCE MAY BECOME AN ISSUE DURING THE
STATE SITE INSPECTION PROCESS. COUNTY CONSTRUCTION PL
APPROVAL DOES NOT RELIEVE THE OWNER/DEVELOPER OF
RESPONSIBILITY FOR COMPLIANCE WITH STATE REGULATIONS -
E.G. 4VAC50-60-80 FLOODING, 4VAC50-60-60 WATER QUALITY
ETC. TECHNICAL ASSISTANCE FROM DCR IS AVAILABLE AND
RECOMMENDED.
03. BITUMINOUS CURBING (STD. MC-3A) IS REQUIRED ALONG THE
EDGE OF PAVEMENT SEPARATING THE DIFFERENT PHASES OF TH
PROJECT. (CL-G&D 32) ADDRESS AT THE TERMINUS OF THE
PROPOSED PAVEMENT ON THE WEST SIDE (AT THE PROPERTY
LINE) OF THE TWO DRIVES WHICH WILL BE EXTENDED OVER TH
BMP EMBANKMENTS IN THE FUTURE. THE ASPHALT CURB MUST
LOCATED SUCH THAT THE SURFACE RUNOFF WILL BE DIRECTED
INTO THE EXISTING GUTTER SECTIONS.
04. IN ADDITION, OFF-SITE DRAINAGE EASEMENTS ARE NOW
REQUIRED FOR THE STORMWATER CONVEYANCE SYSTEMS MENTION
IN THE PREVIOUS COMMENT AS THE PROPERTY TO THE WEST IS
NO LONGER OWNED BY MTC EAST.
05. IN ADDITION TO THE SEQUENCE OF CONTRUCTION, AN EROSION
CONTROL NARRATIVE MUST BE PROVIDED PER THE CRITERIA
OUTLINED IN CHAPTER 6 OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.
06. THE CONSTRUCTION ENTRANCE MUST BE GRAPHICALLY SHOWN ON
THE PLANS AND CONSTRUCTED AS WIDE AS THE PROPOSED
PERMANENT ENTRANCE. (CL-EC 9) PROVIDE AN ENTRANCE FOR
LAKEVIEW PARKWAY AT WINTERFIELD ROAD.
07. REVISE STEP 3 IN THE PHASE 1 EROSION CONTROL NARRATIVE
ON SHEET 4 AND STEP 3 IN THE PHASE II SEQUENCE OF
CONSTRUCTION ON SHEET 5 TO REFERENCE THE SEDIMENT BASI
08. PROVIDE A STEP IN THE SEQUENCE OF CONSTRUCTION FOR
COMMENCING BUILDING CONSTRUCTION.
09. SPECIFY SLOPE DRAINS TO CONVEY FLOW FROM THE DIVERSION
DIKES INTO THE SEDIMENT BASIN ON SHEET 4.
10. SHOW THE SEDIMENT BASIN BARREL PIPE IN PLAN VIEW ON
SHEET 4. MEASURES MAY NEED TO BE PROVIDED TO CONVEY T
FLOW FROM THE BARREL PIPE DOWN THE EXISTING SLOPE IN A
NON-ERODIBLE MANNER.
11. SPECIFY THE WET AND DRY VOLUMES PROVIDED FOR THE
SEDIMENT TRAP AND SEDIMENT BASIN ON THE EROSION CONTRO
PLAN SHEETS.
12. THE SEDIMENT BASIN CALCULATIONS SPECIFY THAT A BAFFLE
REQUIRED. SHOW THE LOCATION OF THE BAFFLE ON SHEET 4.
13. PROVIDE A DETAIL FOR THE BAFFLE REQUIRED FOR THE
SEDIMENT BASIN.
14. SHOW THE 25 YEAR WATER SURFACE ELEVATION ON THE SEDIME
BASIN DETAIL ON SHEET 6.
15. THE EMBANKMENT ELEVATION FOR THE SEDIMENT BASIN MUST B
A MINIMUM 3' ABOVE THE RISER CREST ELEVATION FOR A BAS
DESIGNED WITHOUT AN EMERGENCY SPILLWAY. REVISE SHEET
AND THE SEDIMENT BASIN DETAIL ON SHEET 6 ACCORDINGLY.
16. PROVIDE A DETAIL FOR THE ANTI-VORTEX DEVICE/TRASH RACK
REQUIRED FOR THE SEDIMENT BASIN.
17. LABEL THE LOCATIONS OF THE MS-19 DISCHARGE POINTS LIST
IN THE COMPLIANCE TABLE ON SHEET 6 ON THE PHASE 2
EROSION AND SEDIMENT CONTROL PLAN SHEET, SHEET 5.
18. IN ADDITION, THE FOLLOWING POINTS MUST BE INCLUDED IN
THE MS-19 COMPLIANCE TABLE SUPPORTED BY APPROPRIATE
ANALYSIS AND DOCUMENTATION:
A. THE EXISTING SWM/BMP;
B. THE RAILROAD CULVERT; AND
C. THE RAILROAD CULVERT RECEIVING CHANNEL.
19. THE STORMWATER / B.M.P. FACILITY MUST BE CERTIFIED BY
A PROFESSIONAL ENGINEER PRIOR TO ISSUANCE OF ANY
OCCUPANCY CERTIFICATES.
20. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
21. PERMISSION MUST BE OBTAINED FROM THE ADJACENT PROPERTY
OWNER(S) ALLOWING FOR GRADING ON THE PROPERTY AS
PROPOSED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT.
22. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
DISKETTE/CD, THE FORMAT OF WHICH SHALL BE AUTOCAD.DWG
DXF, OR ARCGIS SHAPEFILES MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE DISKETTE/C
MUST CONTAIN THE FOLLOWING, EACH IN A SEPARATE LAYER:
A. PROPOSED BUILDING FOOTPRINT;
B. ALL IMPERVIOUS AREA (PARKING LOTS, DRIVEWAYS, ROADS,
ETC);
C. THE STORM SEWER SYSTEM AND ALL CULVERTS;
D. ALL JURISDICTIONAL WETLAND AREAS AND/OR WATERS OF THE
STATE;
E. STREAMS AND OTHER WATER BODIES;
F. LOCATIONS OF FIELD VERIFIED RESOURCE PROTECTION AREA
DESIGNATIONS TO INCLUDE WATER BODIES WITH PERENNIAL
FLOW, TIDAL SHORES, TIDAL WETLANDS, NON-TIDAL WETLANDS
WHICH ARE CONNECTED AND CONTIGUOUS TO TIDAL WETLANDS O
PERENNIAL FLOW;
G. LOCATIONS OF PERENNIAL FLOW ORIGINS AND THEIR ASSOCIAT
GPS COORDINATES (NAD83 STATE PLANE VA SOUTH FEET);
H. LOCATION(S) OF BREAK POINT(S) IN SURFACE FLOW AND/OR
NON-CONTIGUOUS WETLANDS AND THEIR ASSOCIATED GPS
COORDINATES; AND
I. FLOOD PLAINS.
A LAYER REPORT PRINTED FROM AUTOCAD MUST BE SUBMITTED
WITH THE DISKETTE/CD. BOTH THE DISKETTE/CD AND THE
REPORT MUST BE LABELED WITH THE SITE PLAN NAME, SITE
PLAN NUMBER, AND THE ENGINEERING FIRM. ALL AUTOCAD
FILES MUST BE REFERENCED DIRECTLY TO THE VIRGINIA STAT
PLANE COORDINATE SYSTEM, SOUTH ZONE, IN THE NAD83 DATU
23. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. SUBSTANTIAL OR FULL SITE PLAN APPROVAL
B. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLANDS
EXPERT STATING:
1.THERE ARE NO WETLANDS IMPACTED ON THIS PROJECT, OR
2.ALL APPLICABLE FEDERAL AND STATE WETLAND PERMITS HAVE
BEEN ACQUIRED (COPIES OF THE PERMITS MUST BE SUBMITTED
C. COPIES OF THE VIRGINIA STORMWATER MANAGEMENT PERMIT
(VSMP) REGISTRATION STATEMENT AND PERMIT FEE FORM (AS
DEVELOPED BY THE DEPARTMENT OF CONSERVATION AND
RECREATION) MUST BE SUBMITTED
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