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All Site Plan Review Comments for Case # 18PR0132
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CASE NO: 18PR0132 STATUS: PENDING APPROVAL
PROJECT NAME: RUFFIN MILL ROAD CAR - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 00 10/04/17 10/25/17 ******** ********
ENVIR.ENGR.-: 00 10/04/17 10/25/17 ******** ********
FIRE DEPT.--: 00 10/04/17 10/25/17 COMPLETE 10/16/17 AWB 717-6167
MAPPING/GIS-: 00 10/04/17 10/25/17 COMPLETE 10/25/17 AMJ 768-7549
PLANNING----: 00 10/04/17 10/25/17 COMPLETE 10/26/17 L M 717-6836
TRANSPORT.--: 00 10/04/17 10/25/17 COMPLETE 10/11/17 SJA 751-4461
UTIL.PLAN.--: 00 10/04/17 10/25/17 ******** ********
UTILITIES---: 00 10/04/17 10/25/17 COMPLETE 10/26/17
UTIL.R.O.W.-: 00 10/04/17 10/25/17 ******** ********
VDOT--------: 00 10/04/17 10/25/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : 2100 RUFFIN MILL RD CAR WASH
ADDRESS : 2100 RUFFIN MILL RD
SUBMISSION DATE : 10/4/17
PLAN DATED : 9/27/17
REVIEW DATE : 10/25/17
SITE PLAN NO. : 18PR0132
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
1. PLACE COUNTY PROJECT NUMBER 17-0212 ON THE LOWER RIGHT
RNER OF EACH SHEET.
2. PLEASE SUBMIT A COMPLETE METER SIZING FORM THAT SHOWS T
*DEMAND FOR THE CAR WASH LISTED IN PART B OF THE FORM.
3. THE PLANS SHOULD SHOW THE EXISTING PRIVATE LATERAL TO B
*APPED AND ABANDONED AT THE MANHOLE.
4. WILL AN IRRIGATION METER BE DESIRED FOR THIS SITE? IF
* PLEASE SHOW THE METER ON THE PLANS AND SUBMIT A METER SI
5. AS DISCUSSED, IF THE OWNER DESIRES TO SUBDIVIDE THE PRO
RTY IN THE FUTURE, A PUBLIC SANITARY SEWER WITH EASEMENT S
ULD BE EXTENDED TO THE FUTURE PROPERTY LINE TO AVOID A FUT
E REPLACEMENT.
6. CALL OUT THE MATERIAL OF THE EXISTING 8" WATER LINE AS
C.
THE MONITORING MANHOLE SHOULD BE LOCATED SO THAT THE CARWA
ISOLATED, PARTICULARLY IF THE PROPERTIES WILL BE SUBDIVID
. IT IS ACCEPTABLE TO HAVE A MONITORING MANHOLE WITH TWO
PARATE SEWER LATERALS INTO THE MANHOLE AS ONE OF THE LATER
S CAN BE SANDBAGGED IF NECESSARY FOR TESTING.
8. PLEASE RESEARCH AND CONFIRM THE LOCATION OF THE EXISTIN
LATERAL. THE AS-BUILT DRAWINGS FOR PROJECT 05-0079 SHOW T
LATERAL ON THE SOUTH SIDE OF THE BUILDING WHILE THE PLANS
OR PROJECT 17-0008 SHOW THE LATERAL ON THE EAST SIDE OF TH
BUILDING.
9. PLEASE USE A DARKER LINETYPE FOR THE EXISTING SANITARY
TERALS, THEY WILL NOT SCAN ADEQUATELY.
10. IDENTIFY THE SLOPE OF THE PROPOSED PRIVATE SANITARY LA
*AL AND CONFIRM THAT THE EXISTING LATERAL CAN BE CONNECTED
11. THE EXISTING SANITARY SEWER EASEMENT FROM PROJECT 17-0
8 SHOULD BE LABELED AS D.B. 11651, PG 908.
12. LABEL THE CONNECTION TO THE EXISTING MANHOLE 2 AS "COR
*RILL EXISTING MANHOLE AND INSTALL A KOR-N-SEAL BOOT".
13. THE PROPOSED 6" SEWER LATERAL SHOULD BE SHOWN AS PRIVA
WITH NO EASEMENT.
14. PLEASE NOTE THAT THE PLANS INDICATE THE 6" SEWER LATER
TO CROSS CONCRETE AND MAY BE CONFLICTING WITH AN EXISTING
OOD COLUMN.
15. THE PLUG FOR THE 6" LATERAL SHOULD BE AN MJ PLUG
16. THE SLOPE OF THE 6" LATERAL SHOULD BE REDUCED TO 12% O
LESS SO THAT THE FLEXIBLE BOOT MANUFACTURER RECOMMENDED MA
MUM DEFLECTION ANGLE DOES NOT EXCEED 7 DEGREES.
17. WE SUGGEST CLARIFYING THE EXTENT OF ASPHALT RESTORATIO
*OR THE SANITARY SEWER OUTSIDE OF THE MAIN AREA. A TRENCH
ATCH MAY NOT BE DESIRABLE.
18. THE WATER SERVICE LINE UP TO THE METER MUST BE COPPER.
THIS LINE AND THE METER ARE TO BE SHOWN AS PUBLIC AND MUST
E WITHIN AN EASEMENT.
19. THE WATER LINE TAP FOR A 2" SERVICE WILL REQUIRE A COR
RATION STOP. IT IS NOT NECESSARY TO ISOLATE THE WATER LIN
FOR THIS CONNECTION.
20. THE PROPOSED LOCATION FOR THE WATER METER IN A CONCRET
SLAB IS NOT ACCEPTABLE. A SUGGESTED LOCATION IS IN THE LA
SCAPED AREA EAST OF THE EXISTING SANITARY LATERAL.
21. PLEASE SHOW AND LABEL THE EXISTING 1" WATER METER, SER
CE LINE, AND FIRE SERVICE LINE.
22. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER IS REQ
RED. IT MAY BE LOCATED IN THE BUILDING. IF SO, A NOTE ON
HE SITE PLAN IS REQUIRED INDICATING THE LOCATION.
23. THE PLANS REFER TO SHEET C-10 FOR A DETAIL OF THE OIL
TER SEPARATOR, HOWEVER THIS DETAIL IS NOT INCLUDED ON THAT
HEET.
24. THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT PRIOR TO THE START OF CONSTRUCTION. PR
R TO THE PREPARATION OF THE UTILITIES CONTRACT, UTILITIES
ST BE IN RECEIPT OF THE "ACCEPTED" BID PROPOSAL BETWEEN TH
DEVELOPER AND THE COUNTY APPROVED UTILITIES CONTRACTOR AS
LL AS THE PROJECT'S INFORMATIONAL SHEET FOUND ON THE "DEVE
PER'S CHECKLIST". PLEASE SEND THOSE TWO ITEMS TO THE ATTEN
ON OF MIKE LARSON (LARSONM@CHESTERFIELD.GOV). THE BID PROP
AL MUST BE BASED ON THE APPROVED SITE PLAN. BE ADVISED THA
IF THE SITE PLAN IS REVISED AND REAPPROVED SUBSEQUENT TO T
PREPARATION OR RECORDATION OF THE UTILITIES CONTRACT, THE
ID PROPOSAL SHALL BE REVISED ACCORDINGLY AND A REVISED UTI
TIES CONTRACT MAY BE NECESSARY.
AFTER FINAL SITE PLAN APPROVAL, SUBMIT THREE SETS OF THE A
ROVED PLANS DIRECTLY TO THE UTILITIES DEPARTMENT FOR OUR U
DURING CONSTRUCTION INSPECTION. THIS IS IN ADDITION TO T
ONE APPROVED SET FROM PLANNING (4 TOTAL SETS).
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: 2100 RUFFIN MILL RD CAR WASH
SITE PLAN NUMBER: 18PR0132
LATEST PLAN DATE: 09/27/17
DEPT. REC'D. DATE: 10/10/17
SUBMITTAL NUMBER: ONE (MIGNARDI)
REVIEW DATE: 10/11/17
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: R/W DEDICATION - RUFFIN MILL RD
.
PRIOR TO FINAL SITE PLAN APPROVAL, DEDICATE 45' OF R/W,
MEASURED FROM THE CENTERLINE, ALONG RUFFIN MILL RD.
==========================================================
==========================================================
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: LUIGI MIGNARDI / 717-6836
PLAN NAME: RUFFIN MILL ROAD CAR WASH
PLAN NUMBER: 17PR0132
ORIGINAL PLAN DATE: 09/27/17
REVIEW DATE: 10/25/17
LATEST SUBMISSION DATE:
SUBMITTAL NUMBER: 1
STATUS: CORRECTIONS REQUIRED
TABLE REVIEW: YES
.
01. PER SEC. 19.1-253.B, PARKING LOTS MUST BE DESIGNED
TO INCLUDE 30 S. F. OF INTERIOR PARKING LOT LANDSCAPING
FOR EACH PARKING SPACE. PROVIDE A CALCULATION FOR THE
TOTAL NUMBER OF PARKING SPACES TIMES 30 S.F. TO
DETERMINE TOTAL LANDSCAPE AREA WITHIN PARKING LOT.
(EXAMPLE: 100 PARKING SPACES X 30 S.F. = 3000 S.F.
LANDSCAPE AREA IN PARKING LOT)
.
02. PER SEC. 19.1-253.C, THE TOTAL NUMBER OF TREES IN A
PARKING LOT SHALL BE 1 PER 200 S.F. OF LANDSCAPE AREA
IN THE PARKING LOT. SHOW THE CALCULATION FOR TOTAL NUMBER
OF TREES. (EXAMPLE: 3000 S.F. LANDSCAPE AREA DIVIDED BY
200 S.F. PER TREE = 15 TREES)
.
03. PER SEC. 19.1-253.C, AT LEAST 50% OF THE TREES
SHALL BE LARGE MATURING TREES THAT ARE IN ISLANDS WITH A
MINIMUM WIDTH OF 15 FEET AND 250 S.F. IN SIZE. SMALL
MATURING TREES SHALL BE IN ISLANDS WITH A MINIMUM WIDTH
OF 9 FEET AND BE 150 S.F. IN SIZE.
.
04. PROVIDE A LETTER STATING THAT IF THE PROPERTY IS TO EV
BE SOLD THE WESTERN LANDSCAPE BUFFER WILL BE INSTALLED
PRIOR TO THE SALE
.
05. PER SEC. 19.1-205, SHOW ON THE LANDSCAPE PLAN OR
ADDITIONALLY, ON A SEPARATE LIGHTING PLAN THE LOCATION OF
ALL EXTERIOR SITE LIGHTING MOUNTED ON POLES, THE BUILDING,
OR ON THE GROUND AND HAVE THEM KEYED TO CUT SHEETS FOR
EACH LIGHT FIXTURE SHOWN ON THE PLAN.
.
06. PER SEC. 19.1-317 A, B, PROVIDE 2 COPIES OF
RENDERINGS/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.
.
07. PUT THE CHESTERFIELD COUNTY SITE PLAN NUMBER
18PR0132 IN THE LOWER RIGHT CORNER OF EACH SHEET.
.
08. REMOVE THE ADDRESS NUMBER FROM THE TITLE BLOCK SO IT
READS AS FOLLOWS 'RUFFIN MILL ROAD CAR WASH'
.
09. PROVIDE A LANDSCAPE PLAN ALONG RUFFIN MILL RD, IT
REQUIRES A LANDSCAPE 'C'. YOU MAY USE EXISTING LANDSCAPE
TO COUNT TOWARDS THE REQUIREMENT. IF IT USED SHOW THE
EXISTING ON THE PLANS.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : 2100 RUFFIN MILL ROAD CAR WASH
CASE NUMBER : 18PR0132
LATEST PLAN DATE : 9/27/17
RECEIVED DATE : 10/6/17
SUBMITTAL NUMBER : 1
REVIEW DATE : 10/25/17
ADDRESS : 2110 RUFFIN MILL RD
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. 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.
2. BOULEVARD FLOWER GARDENS CURRENTLY USES THE ADDRESS
2100 RUFFIN MILL RD. THE CAR WASH WILL BE ASSIGNED THE
ADDRESS OF 2110 RUFFIN MILL RD.
3. STREET ADDRESS LOCATION IS NOT SHOWN. IT CAN BE
LOCATED ON THE BUILDING, ON A SIGN OR AS A PART OF A
MONUMENT SIGN. LOCATION AND MATERIAL USED MUST BE NOTED
ON THE SITE PLAN. IF YOU ARE USING A MONUMENT SIGN, A
DETAIL OF THE MONUMENT SIGN MUST BE ON THE SITE PLAN.
==========================================================
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: 2100 RUFFIN MILL ROAD CAR WASH
SITE PLAN NUMBER: 18PR0132
ADDRESS: 2100 RUFFIN MILL ROAD
LATEST PLAN DATE: 9/27/17
DEPT. REC'D. DATE: 10/12/17
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 10/16/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE SITE PLAN IS APPROVED AS SUBMITTED.

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