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CASE NO: 17PR0114 STATUS: APPROVED - ADMIN
PROJECT NAME: PANDA XPRESS STONEHE - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 03 02/07/17 02/28/17 ******** ********
ENVIR.ENGR.-: 03 02/07/17 02/28/17 ******** 11/17/16 CBH 776-7836
FIRE DEPT.--: 03 02/07/17 02/28/17 COMPLETE 02/10/17 AWB 717-6167
HOUSE NUMBER: 00 08/01/16 08/22/16 ******** 08/11/16 AMJ 768-7549
MAPPING/GIS-: 03 02/07/17 02/28/17 COMPLETE 02/17/17 AMJ 768-7549
POLICE DEPT.: 00 08/01/16 08/22/16 ******** ********
PLANNING----: 03 02/07/17 02/28/17 COMPLETE 02/20/17 CH 717-6042
TRANSPORT.--: 03 02/07/17 02/28/17 COMPLETE 02/09/17 SJA 751-4461
UTIL.PLAN.--: 03 02/07/17 02/28/17 AMENDED* 02/20/17 TVM 751-4435
UTILITIES---: 03 02/07/17 02/28/17 ******** ********
UTIL.R.O.W.-: 03 02/07/17 02/28/17 ******** ********
VDOT--------: 03 02/07/17 02/28/17 ******** ********
REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE #: W.B. PAYNE III/751-4336
NAME OF PLAN: PANDA EXPRESS
ADDRESS: 12401 MIDLOTHIAN TURNPIKE
SUBMISSION DATE: 12/30/16
PLAN DATED: 12/21/16
REVIEW DATE: 1/10/17
SITE PLAN NUMBER: 17PR0114
COMMENTS: 3RD REVIEW - NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESS:
1.THE SAMPLING (MMH) MANHOLE IS LISTED AS HAVING AN
INSIDE DROP ON SHEETS C04.0 AND C04.6 HOWEVER THE
PROFILE SHOWS THE 6" PIPE MATCHING CROWNS WITH THE 8"
PIPE. PLEASE REMOVE THE "INSIDE DROP ASSOCIATED" TEXT AS
THIS IS NOT AN INSIDE DROP MH.
2.RE: COMMENT #1, THE MMH IS LISTED AS PRIVATE ON SHEETS
C04.0 AND C04.6 HOWEVER IT IS LISTED AS PUBLIC IN THE
QUANTITIES; PLEASE REVISE.
3.BECAUSE THE PRIVATE SEWER PIPE IS PVC AND THE DEPTH
UNDERNEATH THE STORM DRAIN IS LESS THAN 18", UTILITIES
RECOMMENDS ADDING STRUCTURAL STONE BETWEEN THE STORM
DRAIN AND THE SEWER LINE AT THE CROSSING POINT.
THIS PLAN IS ELIGIBLE FOR, AND MAY BE APPROVED AT, A TABLE
REVIEW. IT IS RECOMMENDED REVISED PDF'S BE SUBMITTED TO
UTILITIES FOR INFORMAL REVIEW PRIOR TO SCHEDULING A TABLE
REVIEW.
PLEASE BE ADVISED THE PROJECT WILL NOT BE RELEASED TO
CONSTRUCTION UNTIL THE OFFSITE SANITARY SEWER EASEMENT HAS
BEEN RECORDED.
SINCE ALL UTILITY WORK WILL BE LOCATED OUTSIDE THE
RIGHT-OF-WAY, A COUNTY UTILITIES CONTRACT WILL NOT BE
REQUIRED FOR THIS PROJECT HOWEVER A BID PROPOSAL FOR THE
UTILITY WORK MUST BE SUBMITTED TO UTILITIES BY THE
CONTRACTOR PRIOR TO THE PROJECT BEING RELEASED FOR
CONSTRUCTION.
AFTER FINAL SITE PLAN APPROVAL, A TOTAL OF FOUR SETS OF TH
APPROVED PLANS MUST BE SUBMITTED TO THE UTILITIES
DEPARTMENT FOR OUR USE DURING CONSTRUCTION INSPECTION.
REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE #: W.B. PAYNE III/751-4336
NAME OF PLAN: PANDA EXPRESS
ADDRESS: 12401 MIDLOTHIAN TURNPIKE
SUBMISSION DATE: 2/9/17
PLAN DATED: 2/2/17
REVIEW DATE: 2/13/17
SITE PLAN NUMBER: 17PR0114
COMMENTS: 4TH REVIEW - APPROVED
TABLE REVIEW:
PLAT PROCESS:
THE PLAN IS NOW APPROVABLE BY UTILITIES.
PLEASE BE ADVISED THE PROJECT WILL NOT BE RELEASED TO
CONSTRUCTION UNTIL THE OFFSITE SANITARY SEWER EASEMENT HAS
BEEN RECORDED.
A COUNTY UTILITIES CONTRACT WILL NOT BE REQUIRED FOR THIS
PROJECT HOWEVER A BID PROPOSAL FOR THE UTILITY WORK MUST B
SUBMITTED TO UTILITIES BY THE CONTRACTOR PRIOR TO THE PROJ
BEING RELEASED FOR CONSTRUCTION.
A TOTAL OF FOUR SETS OF THE APPROVED PLANS MUST BE
SUBMITTED TO THE UTILITIES DEPARTMENT FOR OUR USE DURING
CONSTRUCTION INSPECTION.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
WITH THE NEXT SUBMITTAL.
12. RE: COMMENTS #10 AND #11, A SAMPLING MANHOLE
(MMH) PER DETAIL MAN-17 IS REQUIRED FOR THIS SITE. THE
MMH SHOULD BE LOCATED OUTSIDE OF TRAVEL AREAS TO ALLOW
COUNTY STAFF ACCESS TO MONITOR THE WASTE STREAM. MMH'S
ARE TYPICALLY PRIVATE AND SHOULD BE BETWEEN 4 AND 6' DEEP
IF POSSIBLE. THE MMH MUST BE LOCATED DOWNSTREAM OF THE
DOMESTIC AND GREASE TRAP WASTE LINES AND HAVE ONE INVERT-
IN AND ONE INVERT-OUT. PLEASE LABEL THE MMH ON BOTH THE
PLAN AND PROFILE AND ADD DETAIL MAN-17 TO THE PLAN. IT IS
NOTED THE DOMESTIC WASTE LINE IS SHOWN CORRECTLY
CONFIGURED DOWNSTREAM OF THE GREASE TRAP ON SHEET CO4.0.
13. LABEL THE PROPERTY OWNER(S) ON ALL PERTINENT PLAN
SHEETS.
14. SHOW AND LABEL ALL WATER AND/OR SEWER EASEMENTS ON
THE PLAN AND INCLUDE THE RECORDATION INFORMATION.
15. PROVIDE SIMULTANEOUS FLOW TEST INFORMATION RESULTS PER
DETAIL DES-5. THIS INFORMATION MUST BE ADDED TO THE PLAN.
PLEASE CONTACT TERRY MAPLES AT 804-751-4435 OR VIA EMAIL
AT MAPLEST@CHESTERFIELD.GOV FOR MORE INFORMATION.
16. TYPE K COPPER IS REQUIRED FOR THE PUBLIC PORTIONS OF
THE DOMESTIC AND IRRIGATION SERVICE LINES; PLEASE LABEL.
UTILITIES RECOMMENDS BOTH DOMESTIC AND IRRIGATION SERVICE
LINES BE SIZED ONE SIZE LARGER THAN THE SIZE OF THE WATER
METER (WM) FOR COMMERCIAL APPLICATIONS.
17. LABEL THE EXISTING RIGHT-OF WAY LINE. WILL ANY
ADDITIONAL RIGHT-OF-WAY BE DEDICATED AS PART OF THIS PLAN?
18. BOTH DOMESTIC AND IRRIGATION WM'S MUST BE SIZED BY
USING METER SIZING FORMS (ENCLOSED). THE FORMS MUST BE
SUBMITTED TO UTILITIES AND ADDED TO THE PLAN. PLEASE REFER
PART 1 OF THE SPECIFICATIONS, APPENDIX 7, PP. 11 AND 12 FO
MORE INFORMATION. NOTE THE SPECIFICATIONS MAY BE FOUND
ONLINE AT WWW.CHESTERFIELD.GOV/UTILITIES.ASPX?ID=2768.
19. ADD THE DOMESTIC AND IRRIGATION METER SIZES TO SHEET
CO4.0.
20. LABEL THE SIZE AND TYPE OF MATERIAL OF THE PROPOSED
SEWER LATERAL ON SHEET CO4.0.
21. RE: COMMENT #15, PLEASE BE ADVISED THAT ALL SERVICE
LINES INSTALLED BELOW THE ELEVATION THAT WILL RESULT IN
PRESSURE GREATER THAN 80 PSI MUST BE NOTED TO HAVE PRV'S
ON THE CUSTOMER SIDE OF THE WM. DETERMINE IF THIS IS THE
CASE AND ADD A PRV IF NECESSARY.
22. ADD A NOTE TO THE PROFILE INDICATING THE CONTRACTOR IS
TO MATCH THE CROWN OF THE 6" LATERAL WITH THE CROWN OF THE
8" MAIN AT THE TIE-IN MH AND SHOW THIS GRAPHICALLY ON THE
PROFILE (SHEET CO4.5).
23. LABEL THE RIM AND INVERT-IN ELEVATIONS FOR THE EXISTIN
MH ON THE PROFILE ON SHEET CO4.5. ADDITIONALLY, LABEL THE
LATERAL AS PRIVATE IN ALL AREAS OUTSIDE OF RIGHT-OF-WAY OR
SEWER EASEMENT AS APPLICABLE.
24. MODIFY THE UTILITY LEGEND ON SHEET CO4.0 TO INDICATE
CO PER DETAIL SEW-11 FOR ALL CLEANOUTS.
25 ADD A NOTE TO THE PLAN INDICATING A MH INSERT IS
REQUIRED FOR THE EXISTING (TIE-IN) MH. THE NOTE SHOULD ALS
STATE THAT THE INSERT IS PARSONS PMI3SE MANHOLE INSERT W/
VALVE, GASKET, AND STRAP OR APPROVED EQUAL. PLEASE BE
ADVISED MH INSERTS ARE NOT REQUIRED FOR MMH'S.
26. BE ADVISED THAT THE APPLICABLE MET DETAILS MUST BE
ADDED TO THE PLAN. THE MET-7 DETAILS SHOWN ON SHEET
CO4.3 ARE FOR 1 ½" AND 2" WM'S; THEREFORE DETAILS
MET-5 AND MET-12 SHOULD BE ADDED AND THE MET-7
DETAILS REMOVED IF IT IS CONFIRMED BY THE METER SIZING FOR
THAT A 1" WM IS APPROPRIATE. ADDITIONALLY, DETAILS MET-1
AND MET-2 OR MET-5 SHOULD BE ADDED FOR THE IRRIGATION
METER AS THE METER SIZE DICTATES.
27. SHOW THE LIMITS OF ALL PROPOSED PAVEMENT CUTS AND ADD
AN ACCEPTABLE PATCHING/PAVING REPAIR DETAIL, SUCH AS
PAV-2, TO THE PLAN. SINCE THE INTERIOR ROAD IS PRIVATE, WH
IS DEEMED AN ACCEPTABLE REPAIR WILL NEED TO BE DETERMINED
BY THE PROPERTY OWNER. ADDITIONALLY, ADD A NOTE INDICATING
THE CONTRACTOR IS TO ENSURE ALL EXISTING UTILITIES (VALVE
BOXES, MH RIMS, ETC.) ARE SET TO GRADE AFTER PAVING.
REVISED PLAN SHEETS MAY BE SUBMITTED IN PDF FORMAT TO
PAYNEW@CHESTERFIELD.GOV FOR INFORMAL REVIEW PRIOR TO A
FORMAL RESUBMISSION OF THE PLAN.
THE OWNER IS REQUIRED TO ENTER INTO A COUNTY UTILITIES
CONTRACT PRIOR TO THE START OF CONSTRUCTION. PRIOR TO THE
PREPARATION OF THE UTILITIES CONTRACT, UTILITIES MUST BE I
RECEIPT OF THE "ACCEPTED" BID PROPOSAL BETWEEN THE
DEVELOPER AND THE COUNTY APPROVED UTILITIES CONTRACTOR AS
WELL AS THE PROJECT'S INFORMATIONAL SHEET FOUND ON THE
"DEVELOPER'S CHECKLIST". PLEASE SEND THOSE TWO ITEMS TO
THE ATTENTION OF BILL PAYNE (PAYNEW@CHESTERFIELD.GOV OR
BY CALLING 804-751-4336). THE BID PROPOSAL MUST BE BASED
ON THE APPROVED SITE PLAN. BE ADVISED THAT IF THE SITE PLA
REVISED AND REAPPROVED SUBSEQUENT TO THE PREPARATION OR
RECORDATION OF THE UTILITIES CONTRACT, THE BID PROPOSAL SH
BE REVISED ACCORDINGLY AND A REVISED UTILITIES CONTRACT
MAY BE NECESSARY.
AFTER FINAL SITE PLAN APPROVAL, A TOTAL OF FOUR SETS OF TH
APPROVED PLANS MUST BE SUBMITTED TO THE UTILITIES
DEPARTMENT FOR OUR USE DURING CONSTRUCTION INSPECTION.
ENCL:
PROJECT #01-0202 AS-BUILT SHEET 8 (EMAIL ATTACHMENT)
PROJECT #07-0027 AS-BUILT OVERALL UTILITY SHEET (EMAIL
ATTACHMENT)
FLOW TEST EXAMPLE (EMAIL ATTACHMENT)
METER SIZING FORM (EMAIL ATTACHMENT)
SITE UTILIZATION FORM (EMAIL ATTACHMENT)
PANDA SEWER PDF (EMAIL ATTACHMENT)
DEVELOPERS CHECKLIST (EMAIL ATTACHMENT)
INFORMATION REQUIRED FOR UTILITIES CONTRACT (EMAIL
ATTACHMENT)
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: PANDA EXPRESS
SITE PLAN NUMBER: 17PR0114
LATEST PLAN DATE: 07/26/16
DEPT. REC'D. DATE: 08/02/16
SUBMITTAL NUMBER: ONE
REVIEW DATE: 08/23/16
RECOMMENDATION: APPROVED
ADVISORY COMMENT: UPON APPROVAL OF THIS PLAN, THE REMAININ
DENSITY ON THE PROPERTY WILL BE 5,000 SF SUPERMARKET, 4,04
SHOPPING CENTER/RETAIL, 7,900 HIGH TURNOVER SITDOWN
RESTAURANT, 6,200 SF QUALITY RESTAURANT, AND 5,700 SF FAST
FOOD WITH DRIVE-THRU, OR EQUIVALENT DENSITIES AS APPROVED
BY CDOT.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: PANDA EXPRESS STONEHENGE VILLAGE
SITE PLAN NUMBER: 17PR0114
LATEST PLAN DATE: 10/19/16
DEPT. REC'D. DATE: 10/27/16
SUBMITTAL NUMBER: TWO
REVIEW DATE: 11/02/16
RECOMMENDATION: APPROVED
ADVISORY: UPON APPROVAL OF THIS SITE PLAN, REMAINING
DENSITY ON THE PROPERTY WILL BE 5,000 SF SUPERMARKET, 4,04
SF SHOPPING CENTER/RETAIL, 7,900 HIGH TURNOVER SITDOWN
RESTAURANT, 6,200 SF QUALITY RESTAURANT, AND 5,700 SF FAST
FOOD WITH DRIVE-THRU, OR EQUIVALENT DENSITIES AS APPROVED
BY CDOT.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: PANDA EXPRESS STONEHENGE VILLAGE
SITE PLAN NUMBER: 17PR0114
LATEST PLAN DATE: 12/21/16
DEPT. REC'D. DATE: 12/30/16
SUBMITTAL NUMBER: THREE
REVIEW DATE: 01/05/17
RECOMMENDATION: APPROVED
ADVISORY: UPON APPROVAL OF THIS SITE PLAN, REMAINING
DENSITY ON THE PROPERTY WILL BE 5,000 SF SUPERMARKET, 4,04
SF SHOPPING CENTER/RETAIL, 7,900 HIGH TURNOVER SITDOWN
RESTAURANT, 6,200 SF QUALITY RESTAURANT, AND 5,700 SF FAST
FOOD WITH DRIVE-THRU, OR EQUIVALENT DENSITIES AS APPROVED
BY CDOT.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: PANDA EXPRESS STONEHENGE VILLAGE
SITE PLAN NUMBER: 17PR0114
LATEST PLAN DATE: 02/02/17
DEPT. REC'D. DATE: 02/09/17
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 02/09/17
RECOMMENDATION: APPROVED
.
ADVISORY: UPON APPROVAL OF THIS SITE PLAN, REMAINING
DENSITY ON THE PROPERTY WILL BE 5,000 SF SUPERMARKET, 4,04
SF SHOPPING CENTER/RETAIL, 7,900 HIGH TURNOVER SITDOWN
RESTAURANT, 6,200 SF QUALITY RESTAURANT, AND 5,700 SF FAST
FOOD WITH DRIVE-THRU, OR EQUIVALENT DENSITIES AS APPROVED
BY CDOT.
==========================================================
==========================================================
REVIEW DEPARTMENT---------PLANNING
REVIEWER / PHONE #--------CHRIS HALE / (804) 717-6042
NAME OF PLAN--------------PANDA EXPRESS
SITE PLAN NUMBER----------17PR0117
ADDRESS-------------------12401 MIDLOTHIAN TNPK
LATEST PLAN DATE----------07/26/16
DEPT. REC'D. DATE---------07/26/16
SUBMITTAL NUMBER----------ONE
REVIEW DATE---------------08/31/16
RECOMMENDATION------------REVISION REQUIRED
TABLE REVIEW--------------NO
PLAT PROCESSING-----------NO
LANDSCAPE PLAN STATUS-----SUBMITTED
LANDSCAPE PLAN STATUS-----SUBMITTED
ARCHITECTURAL ELEVATIONS--NOT SUBMITTED
LIGHTING PLAN/CUTSHEETS---NOT SUBMITTED
IRRIGATION/HOSEBIB PLAN---NOT SUBMITTED
01. 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
COMPLETE RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE
PLANNING DEPARTMENT. BELOW EACH COMMENT DESCRIBE HOW YOU
HAVE ADDRESSED EACH REVIEW COMMENT. 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.
02. PUT THE CHESTERFIELD COUNTY SITE PLAN NUMBER
17PR0114 IN THE LOWER RIGHT CORNER OF EACH SHEET.
03. CHANGE THE NAME OF THE SITE PLAN TO
'PANDA EXPRESS - STONEHENGE VILLAGE'
04. PROVIDE THE APPROXIMATE BUILDING HEIGHT IN THE SITE
INFORMATION ON THE COVER SHEET.
05. PROVIDE THE BUILDING SQUARE FOOTAGE IN THE SITE
INFORMATION ON THE COVER SHEET.
06. LIST THE DESIGN DISTRICT IN THE SITE DATA ON THE COVER
SHEET: EMERGING GROWTH.
07. ADD A NOTE ON THE PLANS: ALL PROPOSED UTILITIES ARE TO
BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE AND
CATV.
08. PROVIDE A DUMPSTER ENCLOSURE ELEVATION DETAIL.
09. PER ZONING CASE 12SN0241 CONDITION 11E: THERE SHALL BE
NO REFUSE, WASTE, OR RECYCLING PICKUP ON THE PROPERTY
BETWEEN 9:00 PM AND 7:00 AM. A SIGN, NOT TO EXCEED 6 SQUAR
FEET IN AREA, DESIGNATING THESE HOURS SHALL BE POSTED ON
THE DUMPSTER ENCLOSURE GATE.
10. PARKING REQUIREMENTS ARE 4.4 SPACES PER 1000 SF OF
BUILDING AREA FOR A SHOPPING CENTER PARCEL. REVISE THE
PARKING CALCULATIONS TO SHOW 12 REQUIRED PARKING SPACES.
11. PROVIDE A HANDICAP PARKING SIGN DETAIL.
12. PER SECTION 19.1-27(E) LANDSCAPE PLANS SHALL BE
CERTIFIED BY A STATE OF VIRGINIA REGISTERED LANDSCAPE
ARCHITECT, NURSERYMAN OR LANDSCAPE DESIGNER.
13. ON THE LANDSCAPE PLAN SHOW UTILITY LINES AND STORM
SEWER STRUCTURES.
14. TREES ARE NOT TO CONFLICT WITH UNDERGROUND UTILITY
LINES OR LIGHT POLES. MINIMUM DISTANCE TO UTILITIES IS 8
FEET FOR LARGE TREES AND 5 FEET FOR SMALL TREES. MINIMUM
DISTANCE TO LIGHTPOLES IS 15 FEET FOR LARGE TREES. ZELKOVA
ARE SHOWN TOO CLOSE TO LIGHT POLES.
15. REFER TO TABLE 19.1-250.D FOR PLANT MATERIAL SIZE
REQUIREMENTS. NON-NATIVE DECIDUOUS TREES ARE TO BE
SPECIFIED AT 2.5 INCH CALIPER. NON-NATIVE EVERGREEN TREES
ARE TO BE SPECIFIED AT 7 FEET.
16. WHERE LARGE DECIDUOUS TREE CALIPER IS SPECIFIED IN THE
PLANT SCHEDULE, DO NOT SPECIFY HEIGHT. 19.1-250.D
17. APPROPRIATE PLANTINGS HAVE BEEN SHOWN ALONG THE SITE
PERIMETER. PERIMETER LANDSCAPING REQUIREMENTS HOWEVER DO
NOT APPLY TO PROPERTY LINES INTERNAL TO A SHOPPING CENTER,
THEREFORE IT IS NOT A COUNTY REQUIREMENT. IT IS RECOMMENDE
THAT THIS LANDSCAPING BE PROVIDED AS SHOWN. REMOVE THE
PERIMETER LANDSCAPE CALCULATIONS.
18. PROVIDE STANDARD COUNTY LANDSCAPE NOTES ON THE
LANDSCAPE PLAN. NOTES CAN BE PROVIDED BY THE PLANNING
DEPARTMENT UPON REQUEST.
19. INSTALLATION SURETY: PRIOR TO RECEIVING A TEMPORARY
OCCUPANCY PERMIT, THE REQUIRED LANDSCAPING IS COMPLETED; O
A FORM OF SURETY SATISFACTORY TO THE DIRECTOR OF PLANNING
IS SUBMITTED IN AN AMOUNT EQUAL TO THE COST OF COMPLETING
THE REQUIRED LANDSCAPING. IF SURETY HAS BEEN SUBMITTED, TH
REQUIRED LANDSCAPING SHALL BE INSTALLED BASED UPON THE
APPROVED PHASING PLAN OR DURING THE FIRST PLANTING SEASON
FOLLOWING DATE OF ISSUANCE OF THE SURETY. 19.1-248.A.2
20. MAINTENANCE GUARANTEE: PRIOR TO RECEIVING AN OCCUPANCY
PERMIT, THE APPLICANT SHALL PROVIDE A LETTER OF GUARANTEE
(COUNTY FORMAT) TO INSURE REPLACEMENT OF UNHEALTHY, DYING,
DEAD OR POLLARDED LANDSCAPING WITHIN THE FIRST YEAR OF
INSTALLATION. 19.1-248.B
21. PROVIDE A LIGHTING PLAN WITH CATALOG CUTSHEETS FOR EAC
22. POLE MOUNTED PARKING LOT LIGHTING SHOULD BE CONSISTENT
WITH LIGHTING WITHIN THE SHOPPING CENTER. PER ZONING CASE
12SN0241 MOUNTING HEIGHT SHOULD NOT EXCEED 25 FEET.
23. PROVIDE 2 COPIES OF COLOR ELEVATIONS OF THE BUILDINGS
WITH ALL BUILDING MATERIALS AND COLORS IDENTIFIED,
LOCATIONS OF JUNCTION AND ACCESS BOXES SHOWN, AND HOW ALL
MECHANICAL EQUIPMENT IS SCREENED WHETHER IT IS MOUNTED ON
THE ROOF OR ON THE GROUND. 19.1-27.F
24. PER SEC. 19.1-317.D, MECHANICAL EQUIPMENT, WHETHER
ROOF-TOP OR GROUND LEVEL, SHALL BE SHIELDED AND SCREENED
FROM PUBLIC VIEW AND DESIGNED TO BE PERCEIVED AS AN
INTEGRAL PART OF THE BUILDING. SHOW ALL UNITS DASHED IN
RELIEF BEHIND PARAPETS AND/OR WALLS USED FOR SCREENING TO
SHOW THAT UNITS ARE FULLY SCREENED.
25. PER ZONING CASE 12SN0241 CONDITION 3A, MATERIALS,
COLOR, AND STYLE OF THE BUILDING IS TO BE COMPATIBLE WITH
THE EXISTING IN-LINE SHOPS OF THE SHOPPING CENTER.
26. A SIGN PERMIT WILL BE REQUIRED. SIGN PERMIT APPROVAL I
SEPARATE FROM SITE PLAN APPROVAL. REFER TO THE SIGN PACKAG
THAT IS IN PLACE FOR THE SHOPPING CENTER.
**********************************************************
REVIEW DEPARTMENT---------PLANNING
REVIEWER / PHONE #--------CHRIS HALE / (804) 717-6042
NAME OF PLAN--------------PANDA EXPRESS
SITE PLAN NUMBER----------17PR0114
ADDRESS-------------------12401 MIDLOTHIAN TNPK
LATEST PLAN DATE----------10/19/16
DEPT. REC'D. DATE---------10/24/16
SUBMITTAL NUMBER----------2
REVIEW DATE---------------11/15/16
RECOMMENDATION------------REVISION REQUIRED
TABLE REVIEW--------------YES
PLAT PROCESSING-----------NO
LANDSCAPE PLAN STATUS-----SUBMITTED
ARCHITECTURAL ELEVATIONS--SUBMITTED
LIGHTING PLAN/CUTSHEETS---SUBMITTED
IRRIGATION/HOSEBIB PLAN---NOT SUBMITTED
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
ARCHITECT ON 11/03/16.R YOUR NEXT REVIEW. PROVIDE A
COMPLETE RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE
PLANNING DEPARTMENT. BELOW EACH COMMENT DESCRIBE HOW YOU
HAVE ADDRESSED EACH REVIEW COMMENT. 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.
2. THANK YOU FOR PROVIDING A DETAIL FOR THE TRASH
ENCLOSURE. CHANGE THE NOTE ON THE DETAIL TO READ 'THE TRAS
ENCLOSURE IS TO MATCH A PRIMARY MATERIAL, COLOR, TEXTURE,
AND DESIGN OF THE BUILDING SERVED'.
3. ON THE LANDSCAPE PLAN SHOW THE SANITARY SEWER LINE AND
STORM SEWER PIPING. TREES ARE TO MAINTAIN THE REQUIRED
MINIMUM DISTANCE FROM THESE LINES.
4. REFER TO TABLE 19.1-250.D FOR MINIMUM PLANT MATERIAL
SIZE REQUIREMENTS. MEDIUM SHRUBS IN THE SETBACK ARE TO BE
SPECIFIED AT 18 INCHES IN HEIGHT MINIMUM.
5. PROVIDE THE LATEST VERSION OF COLOR ARCHITECTURAL
ELEVATIONS. INCORPORATE ITEMS AS DISCUSSED RELATED TO
CORNICE TREATMENT IN EMAIL CORRESPONDENCE WITH THE
ARCHITECT ON 11/03/16.
6. INSTALLATION SURETY: PRIOR TO RECEIVING A TEMPORARY
OCCUPANCY PERMIT, THE REQUIRED LANDSCAPING IS COMPLETED; O
A FORM OF SURETY SATISFACTORY TO THE DIRECTOR OF PLANNING
IS SUBMITTED IN AN AMOUNT EQUAL TO THE COST OF COMPLETING
THE REQUIRED LANDSCAPING. IF SURETY HAS BEEN SUBMITTED, TH
REQUIRED LANDSCAPING SHALL BE INSTALLED BASED UPON THE
APPROVED PHASING PLAN OR DURING THE FIRST PLANTING SEASON
FOLLOWING DATE OF ISSUANCE OF THE SURETY. 19.1-248.A.2
7. MAINTENANCE GUARANTEE: PRIOR TO RECEIVING AN OCCUPANCY
PERMIT, THE APPLICANT SHALL PROVIDE A LETTER OF GUARANTEE
(COUNTY FORMAT) TO INSURE REPLACEMENT OF UNHEALTHY, DYING,
DEAD OR POLLARDED LANDSCAPING WITHIN THE FIRST YEAR OF
INSTALLATION. 19.1-248.B
8. A SIGN PERMIT WILL BE REQUIRED. SIGN PERMIT APPROVAL IS
SEPARATE FROM SITE PLAN APPROVAL. REFER TO THE SIGN PACKAG
THAT IS IN PLACE FOR THE SHOPPING CENTER.
9. SHOW IRRIGATION SLEEVES UNDER PAVING ON THE LANDSCAPE
AND UTILITY PLANS. ADD TO THE IRRIGATION NOTE THAT ALL
PLANTING AREAS ARE TO BE IRRIGATED.
**********************************************************
REVIEW DEPARTMENT---------PLANNING
REVIEWER / PHONE #--------CHRIS HALE / (804) 717-6042
NAME OF PLAN--------------PANDA EXPRESS
SITE PLAN NUMBER----------17PR0117
ADDRESS-------------------12401 MIDLOTHIAN TNPK
LATEST PLAN DATE----------12/21/16
DEPT. REC'D. DATE---------12/27/16
SUBMITTAL NUMBER----------3
REVIEW DATE---------------01/18/16
RECOMMENDATION------------REVISION REQUIRED
TABLE REVIEW--------------YES
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
COMPLETE RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE
PLANNING DEPARTMENT. BELOW EACH COMMENT DESCRIBE HOW YOU
HAVE ADDRESSED EACH REVIEW COMMENT. 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.
2. IF ALL DEPARTMENTS AGREE TO A TABLE REVIEW, THEN YOU
MAY BRING SUBMITTAL PLAN SETS AND THE COMMENT RESPONSE
LETTER (WITH 3 OF THE 10 PLAN SETS HIGHLIGHTED WITH
REVISIONS SINCE THE LAST REVIEW), ALONG WITH THE RECEIPT
FOR THE REVIEW FEE, IF REQUIRED (PAYABLE AT THE FRONT
COUNTER), TO THE TABLE REVIEW MEETING. COORDINATION WITH
DEPARTMENTS NOT APPROVED ON THE LAST REVIEW PRIOR TO THE
TABLE REVIEW IS ADVISABLE.
3. THE FEE FOR THE NEXT (FOURTH) SITE PLAN SUBMITTAL IS
$350. REFER TO SITE PLAN FEES LISTED IN TABLE 19.1-41.C OF
THE ZONING ORDINANCE.
4. ON THE LANDSCAPE PLAN SHOW THE SANITARY SEWER LINE AND
STORM SEWER PIPING. TREES ARE TO MAINTAIN THE REQUIRED
MINIMUM DISTANCE FROM THESE LINES. ONE NELLIE STEVENS HOLL
CONFLICTS WITH THE SANITARY SEWER LINE. RELOCATE THE HOLLY
TO A MINIMUM OF 5 FEET FROM THE LINE. RELOCATE THE RED
MAPLE NEAR THE GAS LINE TO A MINIMUM OF 8 FEET FROM THE
LINE.
5. INSTALLATION SURETY: PRIOR TO RECEIVING A TEMPORARY
OCCUPANCY PERMIT, THE REQUIRED LANDSCAPING IS COMPLETED; O
A FORM OF SURETY SATISFACTORY TO THE DIRECTOR OF PLANNING
IS SUBMITTED IN AN AMOUNT EQUAL TO THE COST OF COMPLETING
THE REQUIRED LANDSCAPING. IF SURETY HAS BEEN SUBMITTED, TH
REQUIRED LANDSCAPING SHALL BE INSTALLED BASED UPON THE
APPROVED PHASING PLAN OR DURING THE FIRST PLANTING SEASON
FOLLOWING DATE OF ISSUANCE OF THE SURETY. 19.1-248.A.2
6. MAINTENANCE GUARANTEE: PRIOR TO RECEIVING AN OCCUPANCY
PERMIT, THE APPLICANT SHALL PROVIDE A LETTER OF GUARANTEE
(COUNTY FORMAT) TO INSURE REPLACEMENT OF UNHEALTHY, DYING,
DEAD OR POLLARDED LANDSCAPING WITHIN THE FIRST YEAR OF
INSTALLATION. 19.1-248.B
7. A SIGN PERMIT WILL BE REQUIRED. SIGN PERMIT APPROVAL IS
SEPARATE FROM SITE PLAN APPROVAL. REFER TO THE SIGN PACKAG
THAT IS IN PLACE FOR THE SHOPPING CENTER.
**********************************************************
REVIEW DEPARTMENT---------PLANNING
REVIEWER / PHONE #--------CHRIS HALE / (804) 717-6042
NAME OF PLAN--------------PANDA EXPRESS
SITE PLAN NUMBER----------17PR0117
ADDRESS-------------------12401 MIDLOTHIAN TNPK
LATEST PLAN DATE----------02/02/17
DEPT. REC'D. DATE---------02/06/17
SUBMITTAL NUMBER----------4
REVIEW DATE---------------02/20/17
RECOMMENDATION------------APPROVED
TABLE REVIEW--------------N/A
PLAT PROCESSING-----------NO
LANDSCAPE PLAN STATUS-----APPROVED
ARCHITECTURAL ELEVATIONS--APPROVED (DATED 11/21/16)
LIGHTING PLAN SHEETS------APPROVED
IRRIGATION/HOSEBIB PLAN---APPROVED
**********************************************************
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : AMY JOHANSON 768-7549
NAME OF PLAN : PANDA EXPRESS RESTAURANT
PLAN NO. : 17PR0114
LATEST PLAN DATE : 7/26/16
RECEIVED DATE : 8/3/16
SUBMITTAL NUMBER : 1
REVIEW DATE : 8/11/16
RECOMMENDATION : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. COORDINATE POINTS BASED ON THE VIRGINIA STATE PLANE
COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM 1983
ARE NOT PRESENT. TWO POINTS MUST BE SHOWN ON THE PARCEL
BOUNDARY.
2. THE PARCEL BOUNDARY SURVEY IS INCOMPLETE. PLEASE
SUPPLY THE METES AND BOUNDS FOR EVERY SEGMENT ALONG THE
TRAVERSE TO INCLUDE CHORD BEARING AND DISTANCE FOR ALL
NON-TANGENT CURVES. IF THE PARCEL IS TOO LARGE TO
CONVENIENTLY FIT ON ONE SHEET, A LARGER SCALE DRAWING
OF THE BOUNDARY IS ACCEPTABLE.
3. BEARINGS SHOWN ARE NOT INDICATED TO BE NAD83 BEARINGS.
ADD THIS INDICATION TO ALL NORTH ARROWS.
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : PANDA XPRESS STONEHENGE VILLAGE
CASE NUMBER : 17PR0114
LATEST PLAN DATE : 10/19/16
RECEIVED DATE : 10/26/16
SUBMITTAL NUMBER : 2
REVIEW DATE : 11/10/16
ADDRESS : 12600 STONE VILLAGE WAY
STATUS : APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. MORE THAN ONE DIRECTION OF TRAVERSE IS SHOWN. PLEASE
REVISE THE SURVEY TO SHOW ONLY ONE PATH OF TRAVERSE.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : PANDA EXPRESS - STONEHENGE VILLAGE
CASE NUMBER : 17PR0114
LATEST PLAN DATE : 12/21/16
RECEIVED DATE : 12/30/16
SUBMITTAL NUMBER : 3
REVIEW DATE : 1/18/17
ADDRESS : 12600 STONE VILLAGE WAY
STATUS : APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. THE GPIN FOR THE PARCEL HAS CHANGED TO 7367073884.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : PANDA EXPRESS - STONEHENGE VILLAGE
CASE NUMBER : 17PR0114
LATEST PLAN DATE : 2/2/17
RECEIVED DATE : 2/10/17
SUBMITTAL NUMBER : 4
REVIEW DATE : 2/17/17
ADDRESS : 12600 STONE VILLAGE WAY
STATUS : APPROVED
==========================================================
==========================================================
DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: AMY JOHANSON
PHONE NUMBER: 768-7549
CASE NUMBER: 17PR0114
NAME OF PLAN: PANDA EXPRESS RESTAURANT
ADDRESS: 12600 STONE VILLAGE WAY
DATE OF REVIEW: 8/11/16 REVIEW # 1
STATUS: HOUSE NUMBERING NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS
CONCERNING THE COMMENTS BELOW.
1) 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.)
2) SPECIFY THE MATERIAL THAT THE ADDRESS SIGN IS TO BE
MADE OF. (MATERIAL TO BE MORE DURABLE THAN WOOD).
3) 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.
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: PANDA EXPRESS RESTAURANT
SITE PLAN NUMBER: 17PR0114
ADDRESS: 12401 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE: 7/26/16
DEPT. REC'D. DATE: 8/4/16
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 8/5/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. ADD THE NOTE TO THE GENERAL NOTES SECTION OF THE PLAN
AND TO THE LANDSCAPING PLANS.
"NO LANDSCAPING OF ANY TYPE SHALL BE PLACED WITHIN A
THREE FOOT RADIUS OF ANY FIRE HYDRANT, FIRE PUMP TEST
HEADER, FIRE DEPARTMENT SPRINKLER SYSTEM CONNECTION,
FIRE DEPARTMENT STANDPIPE CONNECTION OR FIRE SUPPRESSION
CONTROL VALVE. LANDSCAPING IN THE AREA OF FIRE HYDRANTS,
FIRE PUMP TEST HEADERS, FIRE DEPARTMENT SPRINKLER
SYSTEM CONNECTIONS OR FIRE DEPARTMENT STANDPIPE
CONNECTIONS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH
ON THE REQUIRED THREE FOOT CLEAR RADIUS ON MATURITY OF
THE LANDSCAPING"
2. THE FOLLOWING NOTE SHALL BE ADDED TO THE GENERAL
NOTES ON PLANS:
"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."
3. THE MINIMUM REQUIRED FIRE FLOW FOR PROTECTION PURPOSES
SHALL BE SHOWN ON THE SUBMITTED DRAWINGS. REFER TO THE
INTERNATIONAL FIRE CODE (2012), SECTION B105 AND THE
COUNTY CODE OF CHESTERFIELD FOR EXCEPTIONS ALLOWED FOR
SPRINKLER PROTECTED BUILDINGS
REFER TO THE INTERNATIONAL FIRE CODE (2012) -
SECTION B104, B104.1, B104.2 AND B104.3 FOR THE CALCULATIO
PROCESS AND ALLOWANCES. THE CORRECT FORMAT AND CALCULATION
SHEET CAN BE OBTAINED VIA THE INTERNET AT
CHESTERFIELD COUNTY- CHESTERFIELD FIRE AND EMS - DIVISION
OF FIRE AND LIFE SAFETY
HTTP://WWW.CHESTERFIELD.GOV/PUBLICSAFETY/FIRE/PLANS.ASP
4. PROVIDE COMPUTER GENERATED WATER FLOW TEST DATA,
PROVIDED BY THE CHESTERFIELD COUNTY UTILITIES
DEPARTMENT, VERIFYING THE REQUIRED WATER FLOW FOR FIRE
PROTECTION IS AVAILABLE AT THE SITE. THE WATERFLOW TEST
RESULTS AND GRAPH SHALL BE SHOWN ON THE SUBMITTED PLAN.
THE MINIMUM REQUIRED FIRE FLOW FOR ALL BUILDINGS, WITH
THE EXCEPTION OF ONE AND TWO-FAMILY DWELLINGS, IS 1500
GPM (SPRINKLER PROTECTED OR NON-SPRINKLER PROTECTED) IN
ACCORDANCE WITH THE INTERNATIONAL FIRE CODE (2012) -
SECTION B105.2 AND TABLE B105.1.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: PANDA EXPRESS RESTAURANT
SITE PLAN NUMBER: 17PR0114
ADDRESS: 12401 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE: 10/19/16
DEPT. REC'D. DATE: 10/26/16
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 11/14/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED PLAN IS APPROVED AS SUBMITTED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: PANDA EXPRESS RESTAURANT
SITE PLAN NUMBER: 17PR0114
ADDRESS: 12401 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE: 12/21/16
DEPT. REC'D. DATE: 12/30/16
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 1/6/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED PLAN IS APPROVED AS SUBMITTED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: PANDA EXPRESS RESTAURANT
SITE PLAN NUMBER: 17PR0114
ADDRESS: 12401 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE: 2/2/17
DEPT. REC'D. DATE: 2/10/17
SUBMITTAL NUMBER: 4TH REVIEW
REVIEW DATE: 2/10/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED PLAN IS APPROVED AS SUBMITTED.
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : PANDA EXPRESS RESTAURANT - STONEHENGE
ADDRESS : 12401 MIDLOTHIAN TURNPIKE
SITE PLAN NO. : 17PR0114
LATEST PLAN DATE : 07/26/2016
DEPT. REC'D DATE : 08/02/2016
SUBMITTAL NUMBER : 1
REVIEW DATE : 08/26/2016
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
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
FEATURES 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 NOT RELIEVE YOU OF YOUR
RESPONSIBILITY. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. EFFECTIVE JULY 1, 2014, ENFORCEMENT OF THE VIRGINIA
STORMWATER REGULATIONS BECAME THE RESPONSIBILITY OF
THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS ALSO BECAME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT
OBTAINED A VSMP PERMIT PRIOR TO JULY 1, 2014 MAY
USE THE STORMWATER MANAGEMENT CRITERIA SPECIFIED
IN PART II C (9VAC25-870-93 ET SEQ) FOR TWO PERMIT
CYCLES. PROJECTS GRANDFATHERED UNDER THE PROVISIONS
OF 9VAC25-870-48 MAY FOLLOW THE REQUIREMENTS LISTED
UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER NEW
DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
03. CORRECT THE VAHU6 FOUR DIGIT WATERSHED CODE ON THE
COVER SHEET (AND ON SHEETS C3.0 AND C3.1) TO "JLO2".
04. PROVIDE THE DRAINAGE AREA MAPS ON FULL-SIZED SHEETS
AS PART OF THE CONSTRUCTION PLANS.
05. ALL ROOF WATER AND DOWNDRAINS MUST BE COLLECTED AND
DISCHARGED IN A NON-ERODIBLE MANNER. (CL-G&D 6)
06. CALCULATIONS MUST BE SUBMITTED TO SUPPORT THE DESIGN O
ALL PROPOSED CULVERTS, OPEN DITCHES, DROP INLETS, AND
STORM SEWERS ON VDOT STANDARD CALCULATION SHEETS.
(CL-G&D 11)
07. HYDRAULIC GRADE LINE CALCULATIONS ARE REQUIRED TO
SUPPORT THE DESIGN OF ALL PROPOSED STORM SEWERS.
(CL-G&D 12)
08. LABEL THE CLEARANCE BETWEEN THE SANITARY PIPE AND THE
STORM SEWER ON SHEET C04.6.
09. THE THROAT LENGTH FOR ALL CURB DROP INLETS MUST BE
SHOWN. (CL-G&D 16)
10. IF INLET SHAPING IS TO BE SPECIFIED, THE FOLLOWING
COMMENTS APPLY:
A. INLET SHAPING STD. IS-1 MUST BE SPECIFIED IN THE
TABULAR DRAINAGE DESCRIPTION FOR EACH MANHOLE AND DROP
INLET IN WHICH IT WAS USED IN THE HYDRAULIC GRADE LINE
CALCULATIONS. (CL-G&D 17)
B. INLET SHAPING IS RESTRICTED TO PIPE DIAMETERS OF 30"
OR LESS AND TO SITUATIONS WHERE ONE PIPE ENTERS THE
CHAMBER AND ONE PIPE EXITS THE CHAMBER. STORM SEWERS
WITH PIPE DIAMETERS OF 30" AND ABOVE SHALL QUALIFY FOR
THE 50 PERCENT REDUCTION IN JUNCTION LOSSES ONLY WHEN
PRE-CAST TEES AND ELBOWS ARE USED. (CL-G&D 18)
C. A DETAIL MUST BE SHOWN ON THE PLANS FOR INLET SHAPING
STD. IS-1. IF INLET SHAPING CANNOT BE ACCOMPLISHED
WITHIN THE STANDARD STRUCTURE, THEN DETAILS MUST BE
PROVIDED FOR THE MODIFICATIONS NECESSARY TO THE
STRUCTURE TO ACCOMPLISH INLET SHAPING. (CL-G&D 19)
11. STEPS STD. ST-1 MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION OF ANY STRUCTURE OVER 4 FEET IN
HEIGHT. (CL-G&D 20)
12. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE
INTO A CONCRETE STRUCTURE. (CL-G&D 21) THIS IS
APPLICABLE FOR ANY ROOF DRAINS THAT CONNECT DIRECTLY
TO THE STORM SEWER SYSTEM.
13. DRY GUTTER IS REQUIRED WHERE RUNOFF FLOWS AWAY FROM TH
FACE OF CURB. THESE AREAS MUST BE CROSS-HATCHED AND A
DETAIL PROVIDED ON THE PLAN FOR CONSTRUCTION OF DRY
GUTTER. (CL-G&D 23)
14. THE SYMBOL USED FOR DRY GUTTER ON THE PLAN VIEW MUST B
SHOWN ADJACENT TO THE DETAIL FOR ITS CONSTRUCTION.
(CL-G&D 24)
15. THE PROPOSED DESIGN DIRECTS STORMWATER RUNOFF FROM THE
PANDA EXPRESS SITE OFF THE PAVEMENT AND ONTO THE
OUTPARCEL TO THE WEST. PROVIDE A GRAVEL DIAPHRAGM AT
THE EDGE OF PAVEMENT AT BOTH LOCATIONS TO PROTECT THE
ADJACENT SITE FROM EROSION.
16. THE RADIUS OF ALL RADIAL CURBING MUST BE SHOWN.
(CL-G&D 35)
17. APPROVAL OF THE SITE PLAN BY THE PRIVATE UTILITY
COMPANY IN RELATION TO ITS EASEMENT AND FACILITIES
THEREIN MUST BE PROVIDED PRIOR TO SITE PLAN APPROVAL.
THIS APPLIES TO THE VERIZON AND COLUMBIA GAS EASEMENTS
ALONG THE SOUTH LIMITS OF OUTPARCEL 1.
===================== EROSION CONTROL ===================
18. A DETAILED SEQUENCE OF CONSTRUCTION IS REQUIRED WHICH
COORDINATES THE INSTALLATION AND REMOVAL OF THE
EROSION AND SEDIMENT CONTROL MEASURES WITH CONSTRUCTIO
OF THE REMAINDER OF THE PROJECT. (CL-EC 3)
19. SHOW THE LOCATION OF THE CONCRETE WASHOUT ON THE
EROSION CONTROL PLAN SHEETS.
20. CONSIDER RE-ALIGNING THE SILT FENCE ALONG MIDLOTHIAN
TURNPIKE TO LIMIT THE DISTURBANCE OF THE EXISTING
LANDSCAPED AREA.
21. A MINIMUM 10' BREAK MUST BE PROVIDED IN THE LOW AREA O
THE SILT FENCE . THE BREAK MUST BE BACKFILLED WITH
STONE TO WITHIN 1' OF THE TOP OF THE SILT FENCE TO
SERVE AS AN OVERFLOW. A DETAIL MUST BE SHOWN.
(CL-EC 16)
22. THE ESC PLAN GRADING PHASE (SHEET C06.2) CAN BE
ELIMINATED FROM THE PLAN SET.
23. ANY SOIL STOCKPILE AREA MUST BE LOCATED ON THE PLANS.
SILT FENCE MUST BE PROVIDED AROUND THE PERIMETER.
(CL-EC 39) IF A SOIL STOCKPILE IS NOT ANTICIPATED, A
NOTE MUST BE PROVIDED IN THE PLANS.
24. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
A. AT THE TIME OF THE PRE-CONSTRUCTION MEETING, TWO
STANDARD SIGNS MUST BE INSTALLED ON EACH SIDE OF THE
CONSTRUCTION ACCESS. THESE SIGNS SHOULD STATE EITHER
"CONSTRUCTION ENTRANCE AHEAD" OR "TRUCKS ENTERING
HIGHWAY". (CL-EC 42E)
===============CBPA/STORMWATER MANAGEMENT ================
25. PROVIDE THE PERVIOUS/IMPERVIOUS AREA MAP AS A FULL-
SIZED SHEET WITHIN THE CONSTRUCTION PLANS.
26. LABEL THE PERCENT IMPERVIOUS ON THE ABOVE-REFERENCED
MAP.
27. PROVIDE THE CBPA/MS-4 TABLE FROM SHEET 43B OF THE
STONEHENGE VILLAGE CONSTRUCTION PLANS IN THE PANDA
======================= CLOSING ========================
28. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ONE
ADDITIONAL SET OF PLANS TO THE ENVIRONMENTAL
ENGINEERING DEPARTMENT AND OBTAIN AN "APPROVED FOR
CONSTRUCTION" STAMP ON TWO ADDITIONAL SETS FOR THE
OWNER TO KEEP ON-SITE.
29. THE POLLUTION PREVENTION PLAN MUST BE PROVIDED TO THE
ENVIRONMENTAL ENGINEERING INSPECTOR PRIOR TO ISSUANCE
OF A LAND DISTURBANCE PERMIT. THE CHESTERFIELD COUNTY
POLLUTION PREVENTION PLAN SHEET MAY BE PROVIDED IN THE
CONSTRUCTION PLANS (THIS IS AVAILABLE ON THE
ENVIRONMENTAL ENGINEERING DOCUMENTS AND FORMS WEBPAGE)
30. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A COPY
OF THE AUTOCAD FILE MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE AUTOCAD
FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD VERSIO
2009 OR EARLIER AND REFERENCED DIRECTLY TO THE VIRGINI
STATE PLANE COORDINATE SYSTEM, SOUTH ZONE IN THE NAD83
DATUM. THE AUTOCAD FILE MAY BE SUBMITTED ON A CD, DVD
OR VIA EMAIL AND MUST BE CLEARLY LABELED WITH THE SITE
PLAN NAME, SITE PLAN NUMBER, ENGINEERING FIRM AND CAD
FILE PREPARER'S NAME AND PHONE NUMBER. THE FILE MUST
CONTAIN THE FOLLOWING, EACH CLEARLY LABELED IN SEPARAT
LAYERS:
A. PROPOSED BUILDING FOOTPRINT;
B. PARKING LOTS AND DRIVEWAYS;
C. ROADS;
D. SIDEWALKS;
E. ALL JURISDICTIONAL WETLAND AREAS AND/OR WATERS OF THE
U.S./STATE; AND
F. FLOODPLAINS.
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
31. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND SUBSTANTIAL OR FULL SITE PLAN APPROVAL IS REQUIRED
PRIOR TO ITS ISSUANCE. A LAND DISTURBANCE PERMIT IS
A PREREQUISITE TO A BUILDING PERMIT.
32. 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. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $2700
E. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
F. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : PANDA EXPRESS RESTAURANT - STONEHENGE
ADDRESS : 12401 MIDLOTHIAN TURNPIKE
SITE PLAN NO. : 17PR0114
LATEST PLAN DATE : 10/19/2016 (ENGINEER'S STAMP)
DEPT. REC'D DATE : 10/25/2016
SUBMITTAL NUMBER : 2
REVIEW DATE : 11/15/2016
RECOMMENDATION : NOT 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
FEATURES 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 NOT RELIEVE YOU OF YOUR
RESPONSIBILITY. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. EFFECTIVE JULY 1, 2014, ENFORCEMENT OF THE VIRGINIA
STORMWATER REGULATIONS BECAME THE RESPONSIBILITY OF
THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS ALSO BECAME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT
OBTAINED A VSMP PERMIT PRIOR TO JULY 1, 2014 MAY
USE THE STORMWATER MANAGEMENT CRITERIA SPECIFIED
IN PART II C (9VAC25-870-93 ET SEQ) FOR TWO PERMIT
CYCLES. PROJECTS GRANDFATHERED UNDER THE PROVISIONS
OF 9VAC25-870-48 MAY FOLLOW THE REQUIREMENTS LISTED
UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER NEW
DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
03. INLET SHAPING IS RESTRICTED TO PIPE DIAMETERS OF 30"
OR LESS AND TO SITUATIONS WHERE ONE PIPE ENTERS THE
CHAMBER AND ONE PIPE EXITS THE CHAMBER. STORM SEWERS
WITH PIPE DIAMETERS OF 30" AND ABOVE SHALL QUALIFY FOR
THE 50 PERCENT REDUCTION IN JUNCTION LOSSES ONLY WHEN
PRE-CAST TEES AND ELBOWS ARE USED. (CL-G&D 18)
THIS APPLIES TO PROPOSED STRUCTURE A0, WHICH WILL BE
PLACED ON THE EXISTING 36" DIAMETER STORM PIPE.
04. ON SHEET C05.0, ADJACENT TO THE CALLOUT OF THE GRAVEL
DIAPHRAGM, REFERENCE THE DETAIL ON SHEET C06.4.
05. APPROVAL OF THE SITE PLAN BY THE PRIVATE UTILITY
COMPANY IN RELATION TO ITS EASEMENT AND FACILITIES
THEREIN MUST BE PROVIDED PRIOR TO SITE PLAN APPROVAL.
THIS APPLIES TO THE VERIZON AND COLUMBIA GAS EASEMENTS
ALONG THE SOUTH LIMITS OF OUTPARCEL 1.
======================= CLOSING ========================
06. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ONE
ADDITIONAL SET OF PLANS TO THE ENVIRONMENTAL
ENGINEERING DEPARTMENT AND OBTAIN AN "APPROVED FOR
CONSTRUCTION" STAMP ON TWO ADDITIONAL SETS FOR THE
OWNER TO KEEP ON-SITE.
07. THE POLLUTION PREVENTION PLAN MUST BE PROVIDED TO THE
ENVIRONMENTAL ENGINEERING INSPECTOR PRIOR TO ISSUANCE
OF A LAND DISTURBANCE PERMIT. THE CHESTERFIELD COUNTY
POLLUTION PREVENTION PLAN SHEET MAY BE PROVIDED IN THE
CONSTRUCTION PLANS (THIS IS AVAILABLE ON THE
ENVIRONMENTAL ENGINEERING DOCUMENTS AND FORMS WEBPAGE)
08. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A COPY
OF THE AUTOCAD FILE MUST BE SUBMITTED TO CAROLE
CLIBORNE OF ENVIRONMENTAL ENGINEERING. THE AUTOCAD
FILE MUST BE SAVED AS A .DWG OR .DXF IN AUTOCAD VERSIO
2009 OR EARLIER AND REFERENCED DIRECTLY TO THE VIRGINI
STATE PLANE COORDINATE SYSTEM, SOUTH ZONE IN THE NAD83
DATUM. THE AUTOCAD FILE MAY BE SUBMITTED ON A CD, DVD
OR VIA EMAIL AND MUST BE CLEARLY LABELED WITH THE SITE
PLAN NAME, SITE PLAN NUMBER, ENGINEERING FIRM AND CAD
FILE PREPARER'S NAME AND PHONE NUMBER. THE FILE MUST
CONTAIN THE FOLLOWING, EACH CLEARLY LABELED IN SEPARAT
LAYERS:
A. PROPOSED BUILDING FOOTPRINT;
B. PARKING LOTS AND DRIVEWAYS;
C. ROADS;
D. SIDEWALKS;
E. ALL JURISDICTIONAL WETLAND AREAS AND/OR WATERS OF THE
U.S./STATE; AND
F. FLOODPLAINS.
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
09. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND SUBSTANTIAL OR FULL SITE PLAN APPROVAL IS REQUIRED
PRIOR TO ITS ISSUANCE. A LAND DISTURBANCE PERMIT IS
A PREREQUISITE TO A BUILDING PERMIT.
10. 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. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $2700
E. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
F. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
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