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CASE NO: 18PR0155 STATUS: PENDING APPROVAL
PROJECT NAME: VALVOLINE-10850 IRON - LAST INTERNET UPDATE: 02/23/18
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 00 11/01/17 11/22/17 ******** ********
ENVIR.ENGR.-: 01 01/09/18 02/02/18 ******** ********
FIRE DEPT.--: 01 01/09/18 02/02/18 COMPLETE 01/19/18 AWB 717-6167
MAPPING/GIS-: 01 01/09/18 02/02/18 COMPLETE 02/01/18 AMJ 768-7549
PLANNING----: 01 01/09/18 02/02/18 ******** ********
TRANSPORT.--: 01 01/09/18 02/02/18 COMPLETE 01/11/18 SJA 751-4461
UTIL.PLAN.--: 01 01/09/18 02/02/18 ******** ********
UTILITIES---: 01 01/09/18 02/02/18 AMENDED* 01/30/18
UTIL.R.O.W.-: 01 01/09/18 02/02/18 ******** ********
VDOT--------: 01 01/09/18 02/02/18 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E. / 804-748-1338
NAME OF PLAN : VALVOLINE INSTANT OIL CHANGE
ADDRESS : 10850 IRON BRIDGE ROAD
SUBMISSION DATE : 11/1/17
PLAN DATED : 10/24/17
REVIEW DATE : 11/20/17
SITE PLAN NO. : 18PR0155
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
UTILITIES PROJECT NUMBER 17-0054 SHALL BE PLACED ON
THE LOWER RIGHT HAND CORNER OF EACH SHEET.
PLEASE PUT UTILITIES CONTACT MIKE LARSON, P.E. 748-
1338, LARSONM@CHESTERFIELD.GOV ON THE COVER SHEET.
*
3. ON THE SHEET INDEX, SHEET C4.0 SHOULD BE GRADING AND D
*NAGE PLAN
4. SHEET C4.3 IS NOT INCLUDED IN THIS PLAN SET.
*
SHOW AND LABEL THE EXISTING WATER AND SEWER MAINS WITH
SIZE, MATERIAL, AND COUNTY PROJECT NUMBER ON ALL APPLICABL
PLAN AND PROFILE SHEETS THAT DEPICT EXISTING CONDITIONS OR
A CONNECTION. YOU MAY EMAIL
SWAVAILABILITY@CHESTERFIELD.GOV TO OBTAIN AS-BUILT
INFORMATION. THERE IS AN EXISTING WATER MAIN ON THE PPROP
TY THAT IS NOT LABELED. THE WATER MAIN ON IRON BRIDGE ROA
IS NOT LABELED. THE SANITARY SEWER MAIN IS MISSING THE PR
ECT NUMBER.
PROVIDE A UTILITY MATERIALS LIST ON THE COVER SHEET
THAT IS BROKEN DOWN BY PRIVATE AND PUBLIC WATER AND SEWER
ITEMS.
LABEL EACH WATER AND SEWER ITEM ON THE PLANS AS EITHER
"PRIVATE" OR "PUBLIC" ON BOTH THE PLAN AND PROFILE VIEWS.
LL SEWER ITEMS ARE PRIVATE. THE WATER SERVICE LINE FROM T
MAIN TO THE METER IS PUBLIC. THE WATER LINE FROM THE MET
TO THE BUILDING AND THE BACKFLOW PREVENTER ARE
PRIVATE
A REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTER IS
REQUIRED FOR THIS PROJECT. IT MAY EITHER BE LOCATED IN A
"HOT BOX" OUTSIDE THE EASEMENT OR INSIDE THE BUILDING. I
INSIDE, THE PLANS MUST INCLUDE A NOTE.
AN OIL/WATER SEPARATOR IS REQUIRED FOR THIS PROJECT AND
MUST BE SHOWN ON THE PLANS. ENSURE THAT THE DOMESTIC WAS
COMES IN DOWNSTREAM OF THE OIL WATER SEPARATOR.
WILL AN IRRIGATION METER BE NEEDED ON THIS PROJECT? IF S
PLEASE SHOW THE METER ON THE PLANS AND PROVIDE A METER SIZ
G FORM.
THE ITEM THAT IS CALLED OUT AS A WATER METER IN CODED
NOTE 6 IS ACTUALLY A 2" FLUSHING HYDRANT, WHICH IS TO REMA
. SHOW A NEW TAP FOR THE WATER METER AND THE LOCATION OF
E METER BOX, WHICH IS TO BE LOCATED IN AN EASEMENT.
PROPOSED MANHOLES LABELED "102" CAN BE CLEAN-OUTS. NOTE T
T THERE ARE TWO STRUCTURES LABELED 102. EXISTING MANHOLE
ITEM #9) CAN BE YOUR SAMPLING MANHOLE.
DELETE THE SANITARY LATERAL CONNECTION DETAIL ON SHEET C6.
IT DOES NOT COMPLY WITH CHESTERFIELD COUNTY STANDARDS.
THERE IS OVERLAPPING TEXT ON THE ELECTRICAL TRENCH DETAIL
SHEET C6.1.
PROVIDE THE FIRE FLOW TEST RESULTS ON THE PLANS.
THE DROP INTO THE EXISTING MANHOLE CANNOT EXCEED 2.0
FEET. PROVIDE A STEEPER SLOPE FOR THE LATERAL, MINIMUM 2.
% FOR THE PUBLIC PORTION PER COUNTY STANDARDS.
THE STORM SEWER BETWEEN STRUCTURE 12-11 IS CROSSING A 30"
TER TRANSMISSION MAIN THAT CANNOT BE TAKEN OUT OF SERVICE.
IT IS REQUIRED THAT THE VERTICAL LOCATION OF THIS WATER MA
BE PHYSICALLY MEASURED BY "POTHOLING" OR OTHER APPROVED M
HODS PRIOR TO APPROVAL OF THESE PLANS. THE VERTICAL ELEVA
ON SHALL BE SHOWN ON THE PROFILE ON SHEET C4.2.
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 PLAN IS REVISED AND REAPPROVED SUBSEQUENT TO THE
PREPARATION OR RECORDATION OF THE UTILITIES CONTRACT, THE
BID PROPOSAL SHALL BE REVISED ACCORDINGLY AND A REVISED
UTILITIES CONTRACT MAY BE NECESSARY.
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). ONE ADDITIONAL ROLLED SET WILL BE REQUESTED AFTER
THE PROJECT IS RELEASED TO CONSTRUCTION TO BE USED FOR AS-
BUILTS.
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REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E. / 804-748-1338
NAME OF PLAN : VALVOLINE INSTANT OIL CHANGE
ADDRESS : 10850 IRON BRIDGE ROAD
SUBMISSION DATE : 1/9/18
PLAN DATED : 12/8/17
REVIEW DATE : 1/26/18
SITE PLAN NO. : 18PR0155
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
UTILITIES PROJECT NUMBER 17-0054 SHALL BE PLACED ON
THE LOWER RIGHT HAND CORNER OF SHEETS 4.3 AND 4.4.
*
2. ON THE SHEET INDEX LOCATED ON THE COVER SHEET, ADD "SH
* L1.1 - DETAIL LANDSCAPE PLAN" AND REMOVE "ALTA SURVEY".
3. PLEASE PROVIDE A METER SIZING FORM FOR THE IRRIGATION
*ER. PLEASE EMAIL IT TO ME AT LARSONM@CHESTERFIELD.GOV.
THE DOMESTIC METER SIZING FORM SUBMITTED WITH THE SITE PLA
* HOWS A FIXTURE COUNT FOR A 5/8" METER. PLEASE
5. PLEASE REMOVE THE NOTE THAT SAYS 2" TAP W/ 2" GVIVB. T
* N THE AS-BUILT PLAN, BUT SEEMS TO HAVE BEEN OMITTED
A FIELD CHANGE, PER THE AS-BUILT DRAWINGS.
PLEASE RELOCATE THE WATER CONNECTIONS. TAPPING THE OTHER L
* TEE (BETWEEN THE VALVE AND THE BLOW-OFF) WILL AVOI
THE NEED TO CUT INTO THE ASPHALT. THIS LEG IS ALSO 8" DUCT
E IRON PIPE; PLEASE LABEL IT AS SUCH ON THE PLAN. ALSO, TH
WATERLINE EXTENDS EAST FROM THIS TEE AND CONNECTS TO THE 3
DI PIPE. PLEASE SHOW THIS ON THE PLANS.
CHESTERFIELD COUNTY STANDARDS SPECIFY A MINIMUM SLOPE
OF ONE-QUARTER INCH PER FOOT, OR 2.08% FOR A 6" SEWER LATE
L. PLEASE INCREASE THE SLOPE OF THE SEWER LATERAL.
ITEM #104 IS AN EXISTING MANHOLE; ADD A NOTE STATING "CORE
XISTING MANHOLE AND INSTALL KOR-N-SEAL BOOT".
DOWNSTREAM OF THIS MANHOLE IS AN EXISTING SEWER LINE WHICH
*OULD BE SHOWN AS GREYED INSTEAD OF BOLD.
9. PLEASE CALL OUT CLEANOUTS #101 AND 102 ON PLAN VIEW.
*
10. PLEASE SHOW DOMESTIC AND IRRIGATION METERS AS LOCATED
* SEPARATE BOXES.
11. PLEASE EXAMINE THE MATERIALS LIST; WE DO NOT SEE AN EN
RGER ON THE PLANS.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: VALVOLINE - 10850 IRON BRIDGE RD
SITE PLAN NUMBER: 18PR0155
LATEST PLAN DATE: 10/24/17
DEPT. REC'D. DATE: 11/06/17
SUBMITTAL NUMBER: ONE (LAMSON)
REVIEW DATE: 11/07/17
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: VALVOLINE - 10850 IRON BRIDGE RD
SITE PLAN NUMBER: 18PR0155
LATEST PLAN DATE: 12/08/17
DEPT. REC'D. DATE: 01/11/18
SUBMITTAL NUMBER: TWO (LAMSON)
REVIEW DATE: 01/11/18
RECOMMENDATION: APPROVED
==========================================================
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : VALVOLINE - 10850 IRON BRIDGE RD
CASE NUMBER : 18PR0155
LATEST PLAN DATE : 10/24/17
RECEIVED DATE : 11/7/17
SUBMITTAL NUMBER : 1
REVIEW DATE : 11/21/17
ADDRESS : 10850 IRON BRIDGE RD
STATUS : 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. PLEASE PROVIDE THE CURVE DATA FOR C3 AND C4.
3. BEARINGS SHOWN ARE NOT INDICATED TO BE NAD83 BEARINGS.
ADD THIS INDICATION TO THE NORTH ARROW.
4. STREET ADDRESS LOCATION IS NOT SHOWN. IF THE ADDRESS
IS TO BE ON THE BUILDING, YOU MUST SHOW WHERE IT WILL
BE LOCATED ON THE BUILDING AND WHAT IT WILL BE MADE OF.
IF THE ADDRESS IS TO BE ON A MONUMENT SIGN, A DETAIL OF
THE MONUMENT SIGN MUST BE ON THE SITE PLAN.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : VALVOLINE - 10850 IRON BRIDGE RD
CASE NUMBER : 18PR0155
LATEST PLAN DATE : 12/8/17
RECEIVED DATE : 1/19/18
SUBMITTAL NUMBER : 2
REVIEW DATE : 2/1/18
ADDRESS : 10850 IRON BRIDGE RD
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. BOTH COORDINATE POINTS MUST BE SHOWN AS AN EASTING AND
A NORTHING, IN THIS FORMAT N: 3658762.28, E: 11773595.50
2. PLEASE CORRECT THE DIRECTION OF THE CURVE WITH THE
CHORD BEARING S51-35-14E FROM SOUTHEAST TO NORTHEAST.
3. IF THE ADDRESS IS TO BE ON THE BUILDING, YOU MUST
SHOW WHERE IT WILL BE LOCATED ON THE BUILDING AND WHAT
IT WILL BE MADE OF. GIS DOESN'T RECEIVE A COPY OF THE
ARCHITECTURAL PLANS. PLEASE PUT A NUMBER IN THE "CODED
NOTES" ON SHEET C3.0 WITH A DESCRIPTION OF WHAT THE
ADDRESS SIGN WILL BE MADE OF AND DISPLAY THAT NUMBER
WITH AN ARROW POINTING TO WHERE IT WILL BE LOCATED ON
THE BUILDING.
==========================================================
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: VALVOLINE - 10850 IRON BRIDGE RD
SITE PLAN NUMBER: 18PR0155
ADDRESS: 10850 IRON BRIDGE ROAD
LATEST PLAN DATE: 10/24/17
DEPT. REC'D. DATE: 11/8/17
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 11/13/17
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. 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
2. 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.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: VALVOLINE - 10850 IRON BRIDGE RD
SITE PLAN NUMBER: 18PR0155
ADDRESS: 10850 IRON BRIDGE ROAD
LATEST PLAN DATE: 12/8/17
DEPT. REC'D. DATE: 1/16/19
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 1/19/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. ATTACH THE FIRE FLOW ESTIMATE FORM TO THE SITE PLAN.

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