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CASE NO: 17PR0184 STATUS: APPROVED - ADMIN
PROJECT NAME: KROGER FUEL CENTER R - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 02 06/01/17 06/22/17 ******** ********
ENVIR.ENGR.-: 02 06/01/17 06/22/17 ******** 12/29/16 DLD 706-2031
FIRE DEPT.--: 02 06/01/17 06/22/17 COMPLETE 06/08/17 AWB 717-6167
MAPPING/GIS-: 02 06/01/17 06/22/17 COMPLETE 06/20/17 AMJ 768-7549
PLANNING----: 02 06/01/17 06/22/17 AMENDED* 06/09/17 JHL 751-4158
TRANSPORT.--: 02 06/01/17 06/22/17 COMPLETE 06/12/17 SJA 751-4461
UTIL.PLAN.--: 02 06/01/17 06/22/17 AMENDED* 07/20/17 TVM 751-4435
UTILITIES---: 02 06/01/17 06/22/17 ******** ********
UTIL.R.O.W.-: 02 06/01/17 06/22/17 ******** ********
VDOT--------: 02 06/01/17 06/22/17 ******** ********
REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE #: W.B. PAYNE III/751-4336
NAME OF PLAN: KROGER FUEL CENTER R505
ADDRESS: 3001 POLO PARKWAY
SUBMISSION DATE: 12/9/16
PLAN DATED: 11/17/16
REVIEW DATE: 12/27/16
SITE PLAN NUMBER: 17PR0184
COMMENTS: 1ST REVIEW - NOT APPROVED
TABLE REVIEW:
PLAT PROCESS:
1. ADD THE UTILITIES PROJECT NUMBER DESIGNATED FOR THIS
PROJECT (15-0157) TO ALL PLAN SHEETS.
2. ADD THE FOLLOWING UTILITIES CONTACT INFORMATION TO THE
PLAN AS APPLICABLE: W.B. PAYNE III, PRINCIPAL ENGINEER,
804-751-4336, PAYNEW@CHESTERFIELD.GOV.
3.PLEASE BE ADVISED, AN ORIGINAL SIGNATURE MUST BE
PROVIDED OVER THE SEAL ON THE COVER SHEET PRIOR TO UTILITI
APPROVING THE PLAN.
4. ADD 301' AS THE ELEVATION REQUIRED IN NOTE #4 ON SHEET
CN-1 AND ON DES-2 ON SHEET C-3.2
5. ADD THE SIZE (8"), TYPE OF MATERIAL (PVC), AND UTILITY
PROJECT NUMBER (90-0350) FOR THE EXISTING WATERLINES
LOCATED AROUND THE SITE TO SHEET C3.1.
6. ADD THE TYPE OF MATERIAL (PVC) AND UTILITY PROJECT
NUMBER (89-0795) FOR THE EXISTING 8" SEWER LINE TO SHEET
C3.1.
7. ADD A NOTE TO SHEET C-0 INDICATING THE CONTRACTOR IS TO
PROTECT ALL EXISTING UTILITIES (VALVE BOXES, FH'S, ETC.)
DURING DEMOLITION ACTIVITIES.
8. RE: COMMENT #7, ADD A NOTE THAT THE CONTRACTOR IS TO
ADJUST ALL VALVE BOXES/MH COVERS TO FINAL GRADE AS
NECESSARY.
9. THE 90-0350 AS-BUILT DRAWING (ENCLOSED) INDICATES THE
EXISTING 8" PVC WATERLINE WAS INSTALLED WITH 42" OF COVER
AND THEREFORE WILL BE IN DIRECT CONFLICT WITH THE PROPOSED
STORM PIPE FROM STRUCTURE C1A-1 TO STRUCTURE DWCBA-0.
WHILE A NOTE INDICATING THE CONTRACTOR IS TO VERIFY THE W/
LOCATION IS SHOWN ON SHEET C-3.1, PLEASE ADD THE EXISTING
8" WATERLINE TO THE STORM PROFILE ON SHEET C-5 AND DESIGN
THE STORM PIPE PER THE INFORMATION PROVIDED ON THE
90-0350 AS-BUILT.
10. WILL AN IRRIGATION SYSTEM BE ADDED AT THE SITE? IF SO,
PLEASE PROVIDE A SEPARATE METER SIZING FORM (MSF)
SHOWING THE PROPOSED MAXIMUM IRRIGATION DEMAND.
11. PLEASE ADD THE DOMESTIC MSF TO THE PLAN.
12. LABEL THE SIZE OF THE PROPOSED WATER EASEMENT FOR THE
DOMESTIC WM ON SHEET C-3.1. NOTE THAT A MINIMUM 5X5'
EASEMENT IS REQUIRED.
13. SHOW THE EXISTING 8" WATERLINES, SERVICE LINE, LATERAL
AND WM ON THE LANDSCAPE PLAN; SHEET LA-1. BE ADVISED
THAT TREES MAY NOT BE LOCATED WITHIN WATER/ SEWER
EASEMENTS AND AN 8' MINIMUM SEPARATION IS REQUIRED
BETWEEN WM'S, FH'S, AND OTHER UTILITY-RELATED
APPURTENANCES.
14. RE: THE WM DESCRIPTIONS ON SHEETS C-3.1 AND C-3.2,
REMOVE "TS&V" AND ADD "TAP AND SADDLE" INSTEAD.
15. RE: COMMENT #14, UTILITIES RECOMMENDS SIZING THE
PUBLIC PORTION OF COMMERCIAL WATER SERVICE LINES ONE SIZE
LARGER THAN THE WM; THEREFORE, A 1" CU SERVICE LINE IS
RECOMMENDED. THE SAME RECOMMENDATION APPLIES TO
COMMERCIAL IRRIGATION SERVICE LINES.
16. INDICATE ON SHEET C-3.1 WHAT TYPE OF BFP WILL BE
PROVIDED FOR THE FIXTURE AND WHERE IT WILL BE LOCATED AT
THE SITE.
17. ADD A CO AT THE PARCEL/RIGHT-OF-WAY LINE AS THE POINT
OF DEMARCATION BETWEEN THE PUBLIC AND PRIVATE PORTIONS OF
THE SEWER LATERAL. THE CO SHOULD BE LABELED AS "PER
SEW-11". IT IS NOTED THE SEW-11 DETAIL IS ALREADY SHOWN
ON SHEET C-6.2.
18. THE SITE UTILIZATION FORM INDICATES 325 GPD FLOW OF
FLOW IS ANTICIPATED TO BE DISCHARGED INTO THE SANITARY SEW
SYSTEM AND THE MSF INDICATES ONE ¾" HOSE BIBB WILL BE
INSTALLED. THE DRAIN AROUND THE FUEL PUMPS APPEARS TO
DISCHARGE (VIA AN OIL/WATER SEPARATOR) DIRECTLY INTO THE
STORM SYSTEM; IS THE HOSE BIBB FOR EXTERIOR AND INTERIOR
WASH-DOWN? WHAT IS THE ENTRY POINT INSIDE THE KIOSK FOR
THE SEWER SYSTEM, AN INTERIOR FLOOR DRAIN OR WILL THERE BE
BATHROOM OR WASH SINK?
19. A CURRENT START POINT FLOW TEST IS REQUIRED FOR THIS
SITE AND THE INFORMATION PROVIED MUST BE ADDED TO THE PLAN
PLEASE CONTACT TERRY MAPLES AT 804-751-4435 FOR MORE
INFORMATION.
20. THE WM AND TAP ARE PUBLIC; PLEASE MOVE BOTH TO THE
PUBLIC QUANTITIES ON SHEET CN-1.
21. CLARIFY WHETHER THE 6" LATERAL CONNECTION TO THE MAIN
WILL BE VIA INSERTA TEE OR KOR-N-TEE AND ADD THE
APPLICABLE SEW-7/SEW-8 DETAIL TO THE PLAN. IS THE 6"
INVERT ELEVATION LABELED CORRECTLY?
22. THE FOLLOWING DETAILS SHOULD BE REMOVED FROM THE PLAN
AS NON-APPLICABLE: BLK-1, BLK-4, BLK-5, FIR-4,
MAN-2, AND MAN-11,
WHILE HE OWNER IS NOT REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT FOR THIS PROJECT, A BID PROPOSAL IS
REQUIRED FOR THE WATER AND SEWER SERVICES. PLEASE CONTACT
THE PRINCIPAL ENGINEER FOR MORE INFORMATION.
AFTER FINAL SITE PLAN APPROVAL, A TOTAL OF FOUR SETS OF TH
APPROVED PLANS MUST BE RECEIVED BY THE UTILITIES DEPARTMEN
FOR OUR USE DURING CONSTRUCTION INSPECTION.
ENCL: THE SHOPPES AT BELLGRADE PLANTATION SHEET 4
REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE #: W.B. PAYNE III/751-4336
NAME OF PLAN: KROGER FUEL CENTER R505
ADDRESS: 3001 POLO PARKWAY
SUBMISSION DATE: 2/17/17
PLAN DATED: 2/9/17
REVIEW DATE: 2/28/17
SITE PLAN NUMBER: 17PR0184
COMMENTS: 2ND REVIEW - NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESS:
.
1.RE COMMENT #3 FROM THE DECEMBER 27, 2016 UTILITIES
REVIEW LETTER, AN ORIGINAL SIGNATURE MUST BE PROVIDED OVER
THE SEAL ON THE COVER SHEET ON THE FINAL, APPROVED PLAN;
PLEASE ADD.
.
2. BECAUSE THERE IS NOT A GV ON THE EXISTING 8" PVC
WATERLINE AT THE MAIN, A NOTE MUST BE ADDED TO THE PLAN
STATING THAT IF THE WATERLINE MUST BE ADJUSTED DUE TO
CONFLICT WITH THE PROPOSED STORM DRAIN, THEN THE
ADJUSTMENT WORK MUST BE PERFORMED AFTER NORMAL BUSINESS
HOURS SO AS NOT TO INTERRUPT WATER SERVICE TO THE ADJACENT
FOUR BUSINESSES (11410-11440) THAT ARE POTENTIALLY SERVED
FROM THE MAIN. AS ALREADY NOTED ON THE PLAN, THE
CONTRACTOR IS REQUIRED TO POTHOLE THE LINE PRIOR TO
CONSTRUCTION IN ORDER TO MAKE A FINAL DETERMINATION AS TO
WHETHER A WATERLINE ADJUSTMENT WILL BE REQUIRED.
3. RE: COMMENT #2, ADD CALLOUTS TO THE PLAN DENOTING THE
LOCATIONS OF THE TWO EXISTING 8" SHUTOFF VALVES SHOWN ON
THE ENCLOSED AS-BUILT DRAWING. THESE TWO VALVES WILL NEED
TO BE CLOSED IN THE EVENT OF A WATERLINE ADJUSTMENT.
.
4. ADD THE 301' ELEVATION TO DETAIL DES-2 ON SHEET C-3.2.
.
5. LABEL THE EXISTING 8" WATERLINE, LOCATED DIRECTLY SOUTH
THE SITE WHERE THE SERVICE LINE TAP WILL BE LOCATED, ON SH
C-3.1. BOTH SIZE AND MATERIAL (PVC) SHOULD BE NOTED ON
THE PLAN
.
6. THERE IS A PROPOSED PUBLIC CO SHOWN LOCATED IN CENTER
OF THE MAIN TRAVEL LANES AT EDGE OF SEWER EASEMENT. PLEASE
REVISE THE LOCATION BY MOVING THE CO APPROXIMATELY 20'
NORTH SO IT IS LOCATED OUTSIDE THESE TRAVEL LANES AND WITH
THE FUEL SITE ENTRANCE AND INSTALL THE CO PER THE ENCLOSED
CLEANOUT DETAIL IN TRAFFIC AREAS (SEW-10 2-OF-2).
ADDITIONALLY, ADD THIS DETAIL TO THE PLAN ON SHEET C-6.2 A
PLACE A NOTE AT THE CO ON SHEETS C-3.1 AND C-3.2 TO
INDICATE THIS CO MUST CONFORM TO SEW-10 2-OF-2 ON SHEET
C-6.2. FINALLY, REMOVE THE "PUBLIC" DESIGNATION FROM THE
CO ON SHEETS C-3.1 AND C-3.2.
.
THE PLAN IS NOW ELIGIBLE FOR A TABLE REVIEW. IF THE TABLE
REVIEW OPTION IS CHOSEN, PLEASE SUBMIT ALL UTILITY REVISIO
IN PDF FORMAT TO PAYNEW@CHESTERFIELD.GOV FOR INFORMAL
REVIEW PRIOR TO THE SCHEDULED TABLE REVIEW TO ENSURE THE
REVISIONS ARE ACCEPTABLE TO UTILITIES.
.
WHILE THE OWNER IS NOT REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT FOR THIS PROJECT, A BID PROPOSAL IS
REQUIRED FOR THE WATER AND SEWER SERVICES PRIOR TO UTILITI
RELEASING THE PROJECT TO CONSTRUCTION. PLEASE CONTACT
THE PAYNEW@CHESTERFIELD.GOV FOR MORE INFORMATION.
AFTER FINAL SITE PLAN APPROVAL, A TOTAL OF FOUR SETS OF TH
APPROVED PLANS MUST BE RECEIVED BY THE UTILITIES
DEPARTMENT FOR OUR USE DURING CONSTRUCTION INSPECTION.
ENCL: THE SHOPPES AT BELLGRADE PLANTATION SHEET 1
CLEANOUT DETAIL IN TRAFFIC AREAS (SEW-10 2-OF-2)
.
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REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE #: W.B. PAYNE III/751-4336
NAME OF PLAN: KROGER FUEL CENTER R505
ADDRESS: 3001 POLO PARKWAY
SUBMISSION DATE: 7/19/17
PLAN DATED: 7/17/17
REVIEW DATE: 7/19/17
SITE PLAN NUMBER: 17PR0184
COMMENTS: 4TH REVIEW - APPROVED
THE PLAN (DATED 7/11/17; REVISED 6/21/17) IS NOW
APPROVABLE BY UTILITIES
WHILE THE OWNER IS NOT REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT FOR THIS PROJECT, A BID PROPOSAL IS
REQUIRED FOR THE WATER AND SEWER SERVICES PRIOR TO UTILITI
RELEASING THE PROJECT TO CONSTRUCTION. PLEASE CONTACT
THE PAYNEW@CHESTERFIELD.GOV FOR MORE INFORMATION.
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REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: KROGER FUEL CENTER R505
SITE PLAN NUMBER: 17PR0184
LATEST PLAN DATE: 11/17/16
DEPT. REC'D. DATE: 12/12/16
SUBMITTAL NUMBER: ONE
REVIEW DATE: 12/13/16
RECOMMENDATION: APPROVED
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REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: KROGER FUEL CENTER R505
SITE PLAN NUMBER: 17PR0184
LATEST PLAN DATE: 02/09/17
DEPT. REC'D. DATE: 02/20/17
SUBMITTAL NUMBER: TWO
REVIEW DATE: 02/21/17
RECOMMENDATION: APPROVED
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REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: KROGER FUEL CENTER R505
SITE PLAN NUMBER: 17PR0184
LATEST PLAN DATE: 05/09/17
DEPT. REC'D. DATE: 06/05/17
SUBMITTAL NUMBER: TWO
REVIEW DATE: 06/12/17
RECOMMENDATION: APPROVED
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REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #-----STEVE TUGWELL / (804)768-7566
EMAIL------------------TUGWELLS@CHESTERFIELD.GOV
NAME OF PLAN-----------KROGER FUEL CENTER R505
SITE PLAN NUMBER-------17PR0184
ADDRESS----------------3001 POLO PARKWAY
LATEST PLAN DATE-------11/17/2016
DEPT. REC'D. DATE------12/07/2016
SUBMITTAL NUMBER-------1
REVIEW DATE------------1/18/2017
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW-----------NO
LANDSCAPE PLAN STATUS- REVISE PER COMMENT BELOW
ARCHITECTURAL ELEVATIONS--NOT YET SUBMITTED
LIGHTING PLAN/CUTSHEETS---NOT YET SUBMITTED
REVIEW COMMENTS:
PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS & 1 COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE
A COMPLETE RESPONSE TO COMMENTS, USING THE SPACE BELOW EAC
COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED
EACH REVIEW COMMENT. NOTE ON WHAT SHEET EACH
REQUESTED CHANGE IS PROVIDED. PROVIDE A TRANSMITTAL
LETTER TO DESCRIBE ANY CHANGES TO THE PLANS NOT
CAUSED BY STAFF REVIEW COMMENTS.
1. PROVIDE THE PROJECT SITE PLAN CASE NUMBER (17PR0184) IN
THE LOWER RIGHT-HAND CORNER OF EACH SHEET.
2. PROVIDE THE ZONING CASE THAT ESTABLISHED THE ZONING FOR
THE SITE, IN ADDITION TO 17PS0125, (88SN0202).
3. PER SEC. 19.1-317 A, B, PROVIDE 2 COPIES OF
RENDERINGS/ELEVATIONS OF THE BUILDINGS WITH ALL BUILDIN
MATERIALS AND COLORS IDENTIFIED, LOCATIONS OF JUNCTION
AND ACCESS BOXES SHOWN, AND HOW ALL MECHANICAL EQUIPMEN
IS SCREENED WHETHER IT IS MOUNTED ON THE ROOF OR ON THE
GROUND. ELEVATIONS SHOULD BE CONSISTENT WITH THE
CONDITIONS OF APPROVED PLANNING COMMISSION CASE
#17PS0125.
4. PER SEC. 19.1-205, IF SITE LIGHTING IS PROPOSED, PLEASE
PROVIDE A LIGHTING PLAN WITH CUT-SHEETS. ALL LIGHT
FIXTURES SHALL BE OF A DIRECTIONAL TYPE THAT SHIELDS TH
LIGHT SOURCE FROM DIRECT VIEW FROM ANY ADJOINING PUBLIC
RIGHT-OF-WAY, OR ADJACENT R ZONED PROPERTY. GASOLINE
CANOPY LIGHTING SHOULD BE FLUSH-MOUNTED AND NOT APPEAR
HANG DOWN FROM THE CANOPY.
5. PROVIDE A LANDSCAPING PLAN PER SEC. 19.1-246, AND SEC.
19.1-253.B. OF THE ZONING ORDINANCE, AND CONSISTENT WIT
THE CONDITIONS OF APPROVED PLANNING COMMISSION CASE
#17PS0125.
6. PER SEC. 19.1-27 E., LANDSCAPE PLANS SHALL BE CERTIFIE
BY A STATE OF VIRGINIA REGISTERED LANDSCAPE ARCHITECT,
NURSERYMAN OR LANDSCAPE DESIGNER.
7. LANDSCAPING SURETY REQUIREMENTS AND MAINTENANCE SHALL
FORMED IN ACCORDANCE WITH SEC. 19.1-248.A & B. OF THE
ZONING ORDINANCE.
8. PRIOR TO RECEIVING AN OCCUPANCY PERMIT, THE APPLICANT
SHALL PROVIDE A LETTER OF GUARANTEE (COUNTY FORMAT) TO
REPLACE ALL UNHEALTHY, DEAD, OR POLLARDED TREES
IDENTIFED BY THE 1-YEAR INSPECTION BY THE PLANNING DEP
9. A READILY AVAILABLE WATER SUPPLY SHALL BE PROVIDED FOR
REQUIRED LANDSCAPED AREAS PER SEC. 19.1-249.B. OF THE
ZONING ORDINANCE.
10. LANDSCAPE REPLACEMENT SHALL BE REGULATED PER SEC. 19.1
249.1., 2., & 3. OF THE ZONING ORDINANCE.
11. SIGNAGE WILL REQUIRE A SEPARATE SIGN PERMIT.
**********************************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #-----JEFF LAMSON/ (804)751-4158
EMAIL------------------LAMSONJ@CHESTERFIELD.GOV
NAME OF PLAN-----------KROGER FUEL CENTER R505
SITE PLAN NUMBER-------17PR0184
ADDRESS----------------3001 POLO PARKWAY
LATEST PLAN DATE-------2-9-17
DEPT. REC'D. DATE------2-15-17
SUBMITTAL NUMBER-------2
REVIEW DATE------------4-3-17
RECOMMENDATION---------APPROVED
TABLE REVIEW ----------YES
ARCHITECTURAL ELEVATIONS--APPROVED
LIGHTING PLAN/CUTSHEETS---NOT YET SUBMITTED - SEE NOTE BEL
.
REVIEW COMMENTS:
.
PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS & 1 COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE
A COMPLETE RESPONSE TO COMMENTS, USING THE SPACE BELOW EAC
COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED
EACH REVIEW COMMENT. NOTE ON WHAT SHEET EACH
REQUESTED CHANGE IS PROVIDED. PROVIDE A TRANSMITTAL
LETTER TO DESCRIBE ANY CHANGES TO THE PLANS NOT
CAUSED BY STAFF REVIEW COMMENTS.
.
1. AS NOTED IN THE REPSONSE TO PREVIOUS COMMENT 4., GAS
CANOPY LIGHTING WILL BE FLUSH WITH CANOPY CEILING.
.
*******************************************************
.
REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE #: W.B. PAYNE III/751-4336
NAME OF PLAN: KROGER FUEL CENTER R505
ADDRESS: 3001 POLO PARKWAY
SUBMISSION DATE: 6/1/17
PLAN DATED: 5/9/17
REVIEW DATE: 6/6/17
SITE PLAN NUMBER: 17PR0184
COMMENTS: 3RD REVIEW - NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESS:
1.REVISE THE LENGTH OF THE PUBLIC PORTION OF THE SEWER
LATERAL IN THE QUANTITIES ON SHEET CN-1, WHICH IS LABELED
29' ON SHEET C-3.1/C-3.2 BUT 10' IN THE QUANTITIES.
2. RE: COMMENT #1, THE MATERIAL QUANTITIES LISTED ON SHEET
C-3.1/C3.2 DO NOT COINCIDE WITH THOSE ON SHEET CN-1 AND
SHOULD BE REMOVED FROM THE PLAN AS THEY ARE CONFUSING.
3. IT IS NOTED THAT A METER SIZING FORM (MSF) HAS RECENTLY
BEEN SUBMITTED FOR IRRIGATION. THE FORM SHOULD BE ADDED TO
THE PLAN AND THE IRRIGATION METER AND SERVICE LINE (PUBLIC
SIDE) MUST BE ADDED TO THE PUBLIC QUANTITIES. ADDITIONALLY
THE IRRIGATION METER MUST BE TAPPED SEPARATELY ON THE MAIN
PLEASE REVISE THE PLAN ACCORDINGLY TO REFLECT THIS CHANGE.
4. PLEASE UPSIZE THE DOMESTIC CORPORATION STOP TO 1" TO
MATCH THE SERVICE LINE SIZE. ALSO, IT IS RECOMMENDED THAT
THE IRRIGATION CORPORATION STOP AND SERVICE LINE (PUBLIC
SIDE) BE UPSIZED TO 1" AS WELL.
5. ASIDE FROM THE CO LOCATED WITHIN THE ENTRANCE (NOTED AS
"PER SEW-10 (2 OF 2), THERE ARE THREE ADDITIONAL CO'S ON
THE PRIVATE SEWER LINE. WHILE THE CO NEAR THE KIOSK IS
FAIRLY WELL PROTECTED, UTILITIES DOES RECOMMEND INSTALLING
TRAFFIC-RATED CO'S PER SEW-10 FOR THE OTHER TWO CO'S AS
WELL. TO PREVENT CONFUSION, THE CO NEAR THE KIOSK SHOULD
BE LABEL "PER SEW-11" WHILE THE OTHER TWO ARE LABELED
"PER SEW-10 (2 OF 2)".
6. SHOW THE IRRIGATION METER AND BFP ON SHEET C-3.1.
7. LIST THE SIZE AND SHOW THE LOCATION OF THE IRRIGATION B
ON SHEET C-3.1.
THE PLAN IS ELIGIBLE FOR A TABLE REVIEW. IF THE TABLE
REVIEW OPTION IS CHOSEN, PLEASE SUBMIT ALL UTILITY REVISIO
IN PDF FORMAT TO PAYNEW@CHESTERFIELD.GOV FOR INFORMAL
REVIEW PRIOR TO THE SCHEDULED TABLE REVIEW TO ENSURE THE
REVISIONS ARE ACCEPTABLE TO UTILITIES.
WHILE THE OWNER IS NOT REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT FOR THIS PROJECT, A BID PROPOSAL IS
REQUIRED FOR THE WATER AND SEWER SERVICES PRIOR TO UTILITI
RELEASING THE PROJECT TO CONSTRUCTION. PLEASE CONTACT
THE PAYNEW@CHESTERFIELD.GOV FOR MORE INFORMATION.
AFTER FINAL SITE PLAN APPROVAL, A TOTAL OF FOUR SETS OF TH
APPROVED PLANS MUST BE RECEIVED BY THE UTILITIES
DEPARTMENT FOR OUR USE DURING CONSTRUCTION INSPECTION.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
TEST
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REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : KROGER FUEL CENTER R505
CASE NUMBER : 17PR0184
LATEST PLAN DATE : 11/17/16
RECEIVED DATE : 12/12/16
SUBMITTAL NUMBER : 1
REVIEW DATE : 12/30/16
ADDRESS : 3001 POLO PKWY
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. PLEASE PROVIDE THE FULL BOUNDARY SURVEY FOR THE
HATCHED AREA TO BE PURCHASED BY KROGER.
2. 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 : KROGER FUEL CENTER R505
CASE NUMBER : 17PR0184
LATEST PLAN DATE : 2/9/17
RECEIVED DATE : 2/20/17
SUBMITTAL NUMBER : 2
REVIEW DATE : 3/7/17
ADDRESS : 3001 POLO PKWY
STATUS : APPROVED
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : KROGER FUEL CENTER R505
CASE NUMBER : 17PR0184
LATEST PLAN DATE : 5/19/17
RECEIVED DATE : 6/13/17
SUBMITTAL NUMBER : 3
REVIEW DATE : 6/20/17
ADDRESS : 3001 POLO PKWY
STATUS : APPROVED
==========================================================
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: KROGER FUEL CENTER R505
SITE PLAN NUMBER: 17PR0184
ADDRESS: 3001 POLO PARKWAY
LATEST PLAN DATE: 11/17/16
DEPT. REC'D. DATE: 12/12/16
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 12/13/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. 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: KROGER FUEL CENTER R505
SITE PLAN NUMBER: 17PR0184
ADDRESS: 3001 POLO PARKWAY
LATEST PLAN DATE: 2/9/17
DEPT. REC'D. DATE: 2/17/17
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 2/17/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: KROGER FUEL CENTER R505
SITE PLAN NUMBER: 17PR0184
ADDRESS: 3001 POLO PARKWAY
LATEST PLAN DATE: 5/9/17
DEPT. REC'D. DATE: 6/5/17
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 6/8/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
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REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : KROGER FUEL CENTER @ STORE R-505
ADDRESS : 3001 POLO PARKWAY
SITE PLAN NO. : 17PR0184
LATEST PLAN DATE : NOVEMBER 17, 2016
DEPT. REC'D DATE : DECEMBER 08, 2016
SUBMITTAL NUMBER : 1
REVIEW DATE : DECEMBER 28, 2016
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
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.
(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. PROVIDE THE FOLLOWING INFORMATION ON THE COVER SHEET:
A. TOTAL ON-SITE IMPERVIOUS COVER IN SQUARE FEET
(EXCLUDING VDOT RIGHTS-OF-WAY AND GRAVELED AREAS)
BROKEN UP BY PHASES AND PARCELS.
04. A DRAINAGE AREA MAP IS REQUIRED FOR ALL ON-SITE AND
OFF-SITE DRAINAGE AREAS. (MAXIMUM SCALE OF 1"=200')
BOTH EXISTING AND PROPOSED CONTOURS ARE REQUIRED.
(CL-G&D 3)
05. ALL ROOF WATER AND DOWNDRAINS MUST BE COLLECTED AND
DISCHARGED IN A NON-ERODIBLE MANNER. (CL-G&D 6)
06. HYDRAULIC GRADE LINE CALCULATIONS ARE REQUIRED TO
SUPPORT THE DESIGN OF ALL PROPOSED STORM SEWERS.
(CL-G&D 12)
07. ALL EXISTING AND PROPOSED STORM SEWERS, CULVERTS, DROP
INLETS AND APPURTENANCES MUST BE ASSIGNED A STRUCTURE
NUMBER AND LISTED IN TABULAR FORM ON THE PLAN SHEET ON
WHICH THEY ARE LOCATED. (CL-G&D 14)
08. INVERT ELEVATIONS MUST BE SHOWN FOR ALL DRAINAGE
STRUCTURES. (CL-G&D 15)
09. THE THROAT LENGTH FOR ALL CURB DROP INLETS MUST BE
SHOWN. (CL-G&D 16)
10. 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)
11. 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)
12. 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)
13. STEPS STD. ST-1 MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION OF ANY STRUCTURE OVER 4 FEET IN
HEIGHT. (CL-G&D 20)
14. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE
INTO A CONCRETE STRUCTURE. (CL-G&D 21)
15. 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)
16. THE SYMBOL USED FOR DRY GUTTER ON THE PLAN VIEW MUST B
SHOWN ADJACENT TO THE DETAIL FOR ITS CONSTRUCTION.
(CL-G&D 24)
17. A NOTE MUST BE ADDED TO THE CONSTRUCTION SEQUENCE WHIC
REQUIRES THE OWNER TO GIVE THE COUNTY INSPECTOR 48
HOURS NOTIFICATION TO SCHEDULE AN ON-SITE PRE-
CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND
DISTURBANCE PERMIT. THIS NOTE SHOULD BE THE FIRST STE
IN THE EROSION CONTROL NARRATIVE/SEQUENCE OF
CONSTRUCTION. (CL-EC 4)
18. A NOTE MUST BE ADDED TO THE SEQUENCE OF CONSTRUCTION
STATING THAT THE CERTIFIED RESPONSIBLE LAND DISTURBER
(CRLD) MUST ATTEND THE PRE-CONSTRUCTION MEETING.
(CL-EC 5)
19. STEPS MUST BE INCLUDED IN THE SEQUENCE OF CONSTRUCTION
EVENTS FOR INSTALLATION OF INLET PROTECTION (FOR NEW
INLETS), CURB & GUTTER, AND BUILDING CONSTRUCTION.
(CL-EC 6)
20. 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)
21. THE FOLLOWING NOTES MUST BE ADDED TO THE PLANS:
1. "ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF
THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND
VIRGINIA REGULATION 9 VAC 25-840-40." (CL-EC 18)
2. "THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING
RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL
DEVICES SHALL BE MADE IMMEDIATELY. (CL-EC 22)
3. "ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED." (CL-EC 23)
4. "THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF
ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO
PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE
ENVIRONMENTAL ENGINEERING DEPARTMENT". (CL-EC 24)
22. AN MS-19 ANALYSIS MUST BE PERFORMED AT EACH POINT OF
CONCENTRATED DISCHARGE AND AT THE DOWNSTREAM PROPERTY
LINE. THE LOCATION OF EACH ANALYSIS MUST BE SHOWN AND
LABELED ON THE EROSION CONTROL PLAN SHEETS. (CL-EC 28)
23. ANY SOIL STOCKPILE AREA MUST BE LOCATED ON THE PLANS.
SILT FENCE MUST BE PROVIDED AROUND THE PERIMETER.
(CL-EC 39)
24. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
1. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER/BMP
DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE
OF A BUILDING PERMIT FOR THIS PROJECT. (CL-EC 42B)
25. ON THE COVER SHEET, PROVIDE PROJECT NUMBER FOR THE BMP
SERVING THIS PROJECT.
26. PROVIDE A DRAINAGE EASEMENT (PRIVATE) FOR THE EXISTING
STORM SEWER TO THE NORTH THAT IS RECEIVING OFFSITE
WATER.
27. SHEET C-2:
A) IT APPEARS THAT SOME OF THE CURB AND GUTTER IS
TRAPPING WATER WITH NO OUTFALL UNTIL THE GUTTER
OVERTOPS. CLARIFY GRADING.
B) PROVIDE CALCULATION FOR THE OIL/GRIT SEPARATOR. IT
SHOULD BE BASED ON A HALF INCH FOR THE AREA UNDER
CANOPY.
C) PROVIDE MORE SPOT SHOTS SHOWING THE FUELING AREA
UNDER CANOPY AND THE RECEIVING TRENCH DRAIN IS
HIGHER THAN SURROUNDING AREAS TO ENSURE ONLY
DRAINAGE FROM UNDER THE CANOPY ENTERS THE TRENCH
DRAIN.
D) 12" PIPE IS ONLY ALLOWED FOR THE FIRST 50' OF A PIP
RUN. PIPES DOWNSTREAM OF THE OIL GRIT SEPARATOR
WILL NEED TO BE 15".
E) IT IS SUGGESTED TO LOWER THE INVERT OF THE HDPE PIP
ENTERING STRUCTURE A-1 FROM THE OIL/GRIT SEPARATOR
TO HELP MINIMIZE CONFLICT WITH THE GUTTER GRATE FOR
THE DI-2A STRUCTURE.
F) PROVIDE HGL AND INLET SPREAD CALCULATIONS.
G) ENSURE THAT AT LEAST 2' OF COVER IS PROVIDED OVER
THE STORM DRAINAGE PIPES. IF 2' OF COVER IS NOT
ACHIEVABLE THE PIPES WILL NEED TO BE A MINIMUM OF
CLASS IV RCP.
28. SHEET C-4.1:
A) PROVIDE NOTES FOR THE ASPHALT WHERE THE CONSTRUCTIO
ENTRANCE IS TO BE PLACED IS TO BE DEMOLISHED PRIOR
TO INSTALLATION OF THE CONSTRUCTION ENTRANCE.
B) QUANTIFY THE LIMITS OF DISTURBANCE.
C) PROVIDE INLET PROTECTION FOR THE TWO INLETS TO THE
EAST OF THE SITE IN THE EXISTING PARKING LOT.
D) ONLY ONE ROW OF SILT FENCE SHOULD BE NEEDED FOR THE
PARKING ISLAND TO THE EAST.
29. SHEET C-4.2:
A) PROVIDE MS-19 TABLE.
B) IN THE SEQUENCE OF CONSTRUCTION, FOR NOTE THREE,
CHANGE THE S&E PLAN TO THE SWPPP BOOK (INCLUDES P2
PLAN, SWM PLAN, AND ESC PLAN) TO BE KEPT ON SITE AT
ALL TIMES.
30. SHOW THE PROPOSED STORM SEWER IN THE LANDSCAPE PLAN.
31. PROVIDE THE MS4 TABLE AND A MAP SHOWING THE EXISTING
AND PROPOSED IMPERVIOUS AREAS FOR THE SITE.
32. 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.
33. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
34. 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)
35. 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.
36. 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.
37. 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 $290
C. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
D. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
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