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CASE NO: 16PR0134 STATUS: APPROVED - ADMIN
PROJECT NAME: GROCERY STORE 11701 - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 04 08/12/16 09/02/16 ******** ********
ENVIR.ENGR.-: 05 01/09/17 01/19/17 ******** 09/01/16 DLD 706-2031
FIRE DEPT.--: 05 01/09/17 01/19/17 COMPLETE 01/17/17 AWB 717-6167
HOUSE NUMBER: 04 08/12/16 09/02/16 DRAFTING ******** AMJ 768-7549
MAPPING/GIS-: 05 01/09/17 01/19/17 COMPLETE 01/12/17 AMJ 768-7549
PLANNING----: 05 01/09/17 01/19/17 ******** 09/02/16 CH 717-6042
TRANSPORT.--: 05 01/09/17 01/19/17 COMPLETE 01/17/17 SJA 751-4461
UTIL.PLAN.--: 05 01/09/17 01/19/17 ******** ********
UTILITIES---: 05 01/09/17 01/19/17 AMENDED* 01/17/17 M L 748-1338
UTIL.R.O.W.-: 05 01/09/17 01/19/17 ******** ********
VDOT--------: 05 01/09/17 01/19/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : RYAN EVANS, P.E./748-1338
NAME OF PLAN : GROCERY STORE 11701 IRONBRIDGE RD
ADDRESS :
SUBMISSION DATE : 09/01/15
PLAN DATED : 08/21/15
REVIEW DATE : 09/14/15
SITE PLAN NO. : 16PR0134
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW :
PLAT PROCESS :
1. SHOW THE COUNTY UTILITIES PROJECT NUMBER 2015-0266 ON
THE LOWER RIGHT HAND CORNER OF EACH SHEET.
2. LABEL WHAT IS PROPOSED TO BE PUBLIC AND WHAT IS PROPOS
AS PRIVATE ON BOTH PLAN AND PROFILE VIEWS. ALSO, SEPARATE
THE UTILITY QUANTITIES SIMILARLY.
3. OBTAIN THE PERTINENT EXISTING WATER AND SEWER AS-
BUILT INFORMATION FROM THE UTILITIES DEPARTMENT. ENSURE TH
THE FIELD SURVEY AND AS-BUILT INFORMATION ACCURATELY REFLE
THE ON-SITE CONDITIONS AND PRESENT SAID INFORMATION
ACCORDINGLY ON THE PLANS. CLEARLY LABEL THE EXISTING SIZE,
MATERIAL TYPE, AND COUNTY PROJECT # ON ALL WATER AND SEWER
LINE WITHIN THE PLAN VIEWPORT. INFORMATION MAY BE OBTAINED
BY EMAILING SWAVAILABILITY@CHESTERFIELD.GOV OR AT THE
UTILITIES DEPARTMENT BUILDING.
4. SUBMIT AN ENGINEER'S CHECKLIST FROM PART 1 OF THE SPECS
5. WILL THERE BE IRRIGATION ON THE SITE? IF AN
IRRIGATION METER IS USED, SUBMIT AN IRRIGATION METER
SIZING FORM. OTHERWISE, INCLUDE HOSE BIBS OR ON THE
DOMESTIC METER SIZING FORM OR INDICATE WHAT OTHER APPROVED
METHOD IS PROPOSED.
6. DD A NOTE THAT BEYOND THE WATER METER IT IS THE PLUMBER
RESPONSIBILITY TO INSTALL THE WATER SERVICE AND THE WATER
SERVICE WILL BE INSPECTED BY THE BUILDING INSPECTION OFFIC
MARK THE WATER SERVICE BEHIND THE METER "PRIVATE".
7. REMOVE THE PUBLIC EASEMENT FROM AROUND THE PROPOSED
SANITARY SEWER ALIGNMENT; ALL SEWER ON-SITE WILL BE PRIVAT
SHOW THE DOMESTIC SANITARY EFFLUENT DISCHARGING DOWNSTREAM
OF THE GREASE TRAP AND MONITORING MANHOLE.
8. REVISE THE SEWER ALIGNMENT TO SHOW ALL MANHOLES IN FIL
TO BE FOUNDED UPON THE ORIGINAL GROUND. IN ADDITION, ALL
SEWER LINES IN FILL SHALL BE WATER TIGHT DUCTILE IRON PIPE
IT IS RECOMMENDED TO REVISE THE PLUMBING PLAN TO SHOW THE
SANITARY DISCHARGING FROM THE REAR OF THE BUILDING TO AVOI
THE FILL AREAS.
9. REVISE ALL WATERLINES IN FILL AREAS TO BE RESTRAINED
JOINT DUCTILE IRON PIPE.
10. REVISE THE WESTERN PROPOSED WATER CONNECTION TO SHOW
MORE DETAIL. SHOW AND CALL OUT ANY REDUCERS AND COUPLINGS
NECESSARY.
11. REVISE THE EASTERN PROPOSED WATER CONNECTION TO SHOW
THE FIRE HYDRANT IN THE TYPICAL FIR-4 CONFIGURATION WITH N
BENDS ON A FIRE HYDRANT LEAD LINE.
12. REVISE THE METER SIZING FORM TO JUSTIFY THE GPM
REQUIREMENT OF 58GPM. THE ASSOCIATED FIXTURE COUNTS ARE FA
BELOW 58 GPM. IN GENERAL, THE WATER SERVICE SIZE SHALL EQU
THE PROPOSED METER SIZE. FOR EXAMPLE, A 1.5" METER WILL US
A 1.5" CONNECTION AND SERVICE LINE. THE LINES MAY BE UPSIZ
DOWNSTREAM OF THE METER.
13. SPECIFY WITHIN THE BUILDING FOOTPRINT THAT THE RPZ
BACKFLOW PREVENTION FOR THE STORE WILL BE WITHIN THE
BUILDING.
14. REVISE THE NOMENCLATURE OF THE EASEMENTS FROM "UTILIT
EASEMENT" TO "PUBLIC WATER EASEMENT".
15. IT IS RECOMMENDED TO NOT INSTALL THE PRIVATE WATERLIN
UNDER THE RETAINING WALL FOR THE SAKE OF FUTURE MAINTENANC
16. ON ALL STORM, SANITARY, AND WATER CROSSINGS, MAINTAIN
1.5' CLEARANCE.
17. SHOW A SANITARY SEWER COORDINATE TABLE ON THE UTILITI
PLAN.
18. 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 JACQUE HYDEN
(HYDENJ@CHESTERFIELD.GOV OR 804-318-8437). THE BID PROPOSA
MUST BE BASED ON THE APPROVED SITE PLAN. BE ADVISED THAT I
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.
19. AFTER FINAL SITE PLAN APPROVAL, SUBMIT THREE SETS OF T
APPROVED PLANS DIRECTLY TO THE UTILITIES DEPARTMENT FOR OU
USE DURING CONSTRUCTION INSPECTION.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: JAY MITCHELL/751-4348
PLAN NAME: GROCERY STORE - 11701 IRON BRIDGE ROAD
PLAN NUMBER: 16PR0134
ORIGINAL PLAN DATE: 8/21/15
REVIEW DATE: 11/3/15
LATEST SUBMISSION DATE: 10/19/15
SUBMITTAL NUMBER: 2
STATUS: NOT APPROVED
TABLE REVIEW: NO
IN REGARD TO YOUR SUBMITTAL OF UTILITIES PLANS FOR THE
ABOVE REFERENCED PROJECT DATED 8/21/15, WITH THE LATEST
REVISION DATED 10/19/15, WE MAKE THE FOLLOWING COMMENTS
AND RECOMMENDATIONS:
1. COUNTY UTILITIES PROJECT NUMBER 15-0266 WAS NOT
SHOWN ON SHEET NUMBERS SV-1, C7.0, AND C7.1. PLEASE
ADD.
2. EXISTING WATER AND SANITARY SEWER LINES NEED TO BE
LABELED AS TO MATERIAL TYPE AND COUNTY PROJECT NUMBER ON
SHEET C6.0.
3. DUE TO A CHANGE IN THE PRIVATE WATER LINE LAYOUT
THE PROPOSED RPZ BACKFLOW PREVENTER MUST BE LOCATED
DOWNSTREAM OF THE PROPOSED 1.5" DOMESTIC METER BUT PRIOR
TO THE PROPOSED 0.5" LINES SERVING THE YARD HYDRANTS.
THE PROPOSED BACKFLOW DEVICE MUST BE IN AN ENCLOSURE OR
"HOT BOX" TO PREVENT FREEZING.
4. REVISE THE PLAN AND PROFILE TO SHOW THE CONNECTION
FOR SANITARY WASTE DOWNSTREAM OF THE MONITORING MANHOLE.
5. LABEL ON THE WATER LINE PROFILE THE 6" DUCTILE IRON
SEWER LINE (PRIVATE), SHOWN AT STATION 14 + 20.91. ALSO
IDENTIFY THE 8" PVC STORM DRAIN LINE SHOWN AT STATION 12
+ 47.66 ON SHEET C6.3.
6. ON THE SANITARY SEWER LINE PROFILE, SHOW AND LABEL
THE PROPOSED 8" DUCTILE IRON FIRE LINE (PRIVATE), 2.5"
PVC DOMESTIC WATERLINE (PRIVATE) AND 8" PVC STORM DRAIN
PIPE. LABEL THE CLEARANCE FOR EACH.
7. FILL AREA MUST BE DESIGNATED ON BOTH WATER AND
SANITARY SEWER PROFILES.
8. LABEL THE PROPOSED FIRE HYDRANT ADJACENT TO THE 6"
DCVA AS "DEDICATED".
9. PLEASE FORWARD THE UPDATED METER SIZING FORM AS
REQUESTED IN THE COMMENTS FOR THE FIRST SUBMITTAL, DATED
SEPTEMBER 14, 2015.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: MIKE LARSON/804-848-1338
PLAN NAME: GROCERY STORE - 11701 IRON BRIDGE ROAD
PLAN NUMBER: 16PR0134
ORIGINAL PLAN DATE: 8/21/15
REVIEW DATE: 1/12/16
LATEST SUBMISSION DATE: 1/4/16
SUBMITTAL NUMBER: 3
STATUS: NOT APPROVED
TABLE REVIEW: YES
1. IN PREVIOUS COMMENTS, IT WAS REQUESTED THAT THE
EXISTING UTILITIES BE SHOWN ON SHEET C6.0 WITH THE SIZE,
MATERIAL, AND COUNTY PROJECT NUMBER. THIS IS IMPORTANT
FOR OUR INSPECTORS TO HAVE QUICK ACCESS TO AS-BUILT
INFORMATION AND ALSO FOR REFERENCE PURPOSES WHEN THE
PROJECT IS COMPLETE. THE SIZE AND MATERIAL AND COUNTY
PROJECT NUMBER (87-6125) OF THE WATER MAIN ON IRON
BRIDGE BOULEVARD IS NOT SHOWN, NOR IS THE VALVE THAT IS
TO BE USED TO MAKE THE CONNECTION. THE COUNTY PROJECT
(87-167) NUMBER AND PIPE MATERIAL (PVC) FOR THE 12"
WATER MAIN NORTH OF THE SITE IS NOT SHOWN.
2. ADDITIONAL DETAIL IS NEEDED AT BOTH OF THE WATER
MAIN CONNECTIONS. THE AS-BUILT DRAWINGS SHOW THAT A 2-
INCH FLUSHING HYDRANT IS AT THE END OF EACH STUBOUT,
WHICH IS NOT SHOWN OR CALLED OUT ON THE PLANS. A NOTE
SHOULD BE PROVIDED THAT CLEARLY INDICATES WHICH VALVE IS
TO BE SHUT TO MAKE THE CONNECTION, THAT THE FLUSHING
HYDRANT IS TO BE REMOVED, AND THAT THE TEE PROVIDED WILL
BE A CUT-IN TEE OR ELBOW AS APPLICABLE.
3. ON THE CONNECTION TO THE NORTH FOR THE FIRE HYDRANT,
THE 8 X 6 TEE SHOULD INSTEAD BE AN 8 X 6 REDUCER AND A
6" 90 DEGREE ELBOW SINCE THERE IS LITTLE CHANCE OF
EXTENDING THE WATER SERVICE AT THIS LOCATION.
4. THE MATERIALS LIST SHOULD INCLUDE THE TEES AND
ELBOWS USED ON THE PROJECT. THE LIST ALSO SHOWS A
PUBLIC MANHOLE, HOWEVER THE PLANS SHOW A CONNECTION INTO
AN EXISTING MANHOLE.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: MIKE LARSON/804-848-1338
PLAN NAME: GROCERY STORE - 11701 IRON BRIDGE ROAD
PLAN NUMBER: 16PR0134
ORIGINAL PLAN DATE: 8/21/15
REVIEW DATE: 6/22/16
LATEST SUBMISSION DATE: 6/3/16
SUBMITTAL NUMBER: 5
STATUS: YES
TABLE REVIEW: YES
1. SINCE THERE HAS BEEN A REVISION, UTILITIES WILL
REQUIRE THREE ADDITIONAL COPIES OF THE APPROVED PLANS
FOR USE DURING CONSTRUCTION
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: MIKE LARSON/804-848-1338
PLAN NAME: GROCERY STORE - 11701 IRON BRIDGE ROAD
PLAN NUMBER: 16PR0134
ORIGINAL PLAN DATE: 8/21/15
REVIEW DATE: 8/15/16
LATEST SUBMISSION DATE: 7/29/16
SUBMITTAL NUMBER: 6
STATUS: APPROVED AS NOTED
TABLE REVIEW: YES
1. AS DISCUSSED, THE LOCATION OF THE TAP FOR THE
DOMESTIC WATER IS MOVED UPSTREAM OF THE HYDRANT. PLEASE
REFLECT THIS ON FINAL PLANS.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEW/PHONE #: MIKE LARSON/804-848-1338
PLAN NAME: GROCERY STORE - 11701 IRON BRIDGE ROAD
PLAN NUMBER: 16PR0134
ORIGINAL PLAN DATE: 8/21/15
REVIEW DATE: 1/17/17
LATEST SUBMISSION DATE: 1/9/16
SUBMITTAL NUMBER: 7
STATUS: APPROVED
TABLE REVIEW: YES
PLEASE FORWARD 3 COPIES OF THE APPROVED PLANS TO THE UTILI
ES DEPARTMENT FOR CONSTRUCTION.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: PROPOSED GROCERY STORE
SITE PLAN NUMBER: 16PR0134
LATEST PLAN DATE: 08/21/15
DEPT. REC'D. DATE: 08/27/15
SUBMITTAL NUMBER: ONE
REVIEW DATE: 09/17/15
RECOMMENDATION: NOT APPROVED
PRIOR TO SITE PLAN APPROVAL, DEDICATE 100 FEET OF RIGHT-OF
WAY, MEASURED FROM THE CENTERLINE OF ROUTE 10, FREE AND
UNRESTRICTED, TO THE BENEFIT OF CHESTERFIELD COUNTY.
EXTEND THE ROUTE 10 SIDEWALK AND PROVIDE A HANDICAP RAMP T
IRONBRIDGE PARKWAY.
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: PROPOSED GROCERY STORE
SITE PLAN NUMBER: 16PR0134
LATEST PLAN DATE: 10/15/15
DEPT. REC'D. DATE: 10/20/15
SUBMITTAL NUMBER: TWO
REVIEW DATE: 10/27/15
RECOMMENDATION: NOT APPROVED
(ITEMS BELOW CAN BE RED-LINED IF
NEEDED FOR SITE PLAN APPROVAL.)
1. PROVIDE A DIMENSION ON THE PLANS SHOWING AT LEAST 100'
RIGHT-OF-WAY EXIST ALONG ROUTE 10 FROM THE CENTERLINE. IT
APPEARS THIS IS THE CASE BUT IS NOT DIMENSIONED.
2. NO ADDITIONAL ACCESS WILL BE PERMITTED FOR 1.62 AC
OUTPARCEL TO ROUTE 10. PROVIDE A NOTE ON PLANS STATING
ROUTE 10 ACCESS TO BE SHARED WITH OUTPARCEL.
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: PROPOSED GROCERY STORE
SITE PLAN NUMBER: 16PR0134
LATEST PLAN DATE: 01/04/16
DEPT. REC'D. DATE: 01/08/16
SUBMITTAL NUMBER: THREE
REVIEW DATE: 02/01/16
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: PROPOSED GROCERY STORE
SITE PLAN NUMBER: 16PR0134
LATEST PLAN DATE: 06/03/16
DEPT. REC'D. DATE: 06/21/16
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 06/24/16
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: GROCERY STORE (11701 IRONBRIDGE)
SITE PLAN NUMBER: 16PR0134
LATEST PLAN DATE: 02/17/16
DEPT. REC'D. DATE: 08/15/16
SUBMITTAL NUMBER: FIVE
REVIEW DATE: 08/24/16
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: GROCERY STORE (11701 IRONBRIDGE)
SITE PLAN NUMBER: 16PR0134
LATEST PLAN DATE: 01/05/17
DEPT. REC'D. DATE: 01/12/17
SUBMITTAL NUMBER: SIX - EXPEDITED
REVIEW DATE: 01/17/17
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #-----BETH SYKES/717-6836
EMAIL------------------SYKESB@CHESTERFIELD.GOV
NAME OF PLAN----------- GROCERY STORE
SITE PLAN NUMBER-------16PR0134
ADDRESS----------------11701 IRON BRIDGE ROAD
LATEST PLAN DATE-------8/21/15
DEPT. REC'D. DATE------8/24/15
ACCEPTED FOR REVIEW----8/26/15
SUBMITTAL NUMBER-------ONE
REVIEW DATE------------9/22/15
RECOMMENDATION---------REVISIONS REQUESTED
TABLE REVIEW-----------NO
LANDSCAPE PLAN STATUS--REVISIONS REQUESTED
ARCHITECTURAL ELEVATIONS-MUST BE INCLUDED W/NEXT SUBMITTAL
LIGHTING PLAN/CUTSHEETS---REQUESTED
IRRIGATION/HOSEBIB PLAN---REQUESTED
REVIEW COMMENTS:
PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT 10
ULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE PLANNI
DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A RESPONSE TO C
MENTS, USING THE SPACE BELOW (NOT ON A SEPARATE SHEET) EAC
REVIEW COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH COM
NT. BE SURE TO INDICATE WHICH SHEETS SHOW THE REQUIRED CH
GES. PROVIDE ONE COMPLETE RESPONSE TO ALL DEPARTMENT COMM
TS TO THE PLANNING DEPARTMENT. PROVIDE A TRANSMITTAL LETT
TO DESCRIBE ANY CHANGES TO THE PLANS NOT CAUSED BY STAFF
VIEW COMMENTS. CLEARLY LABEL TO WHICH DEPARTMENT SUPPLEMEN
L INFORMATION SHOULD BE ROUTED.
(CL X.X REPRESENTS CHECKLIST ITEM #)
1. PUT THE CHESTERFIELD COUNTY SITE PLAN NUMBER 16PR0134 I
THE LOWER RIGHT CORNER OF EACH SHEET.
2. DELETE THE WORD "PROPOSED" FROM THE TITLE ON THE COVER
EET AND THE TITLE BLOCK ON ALL SHEETS.
3. SHEET C3.0: DELETE REFERENCES TO "BUFFERS."
4. GRADING WITHIN FRONT SETBACKS THAT IMPACTS EXISTING VEG
ATION IS NOT ALLOWED.
5. SITE PLAN AND ARCHITECTURE MUST BE APPROVED BY THE IRON
RIDGE ASSOCIATION. CONTACT INFORMATION WILL BE PROVIDED.
6. IN CALCULATING PARKING SPACES, ALWAYS ROUND UP, SO 160
ACES ARE REQUIRED. HANDICAP SPACES ARE INCLUDED IN THAT CO
T, NOT IN ADDITION; SO 154 REGULAR SPACES ARE REQUIRED AND
ACCESSIBLE SPACES. OF COURSE, YOU MAY PROVIDE MORE IF DES
ED.
7. PROVIDE CALCULATIONS FOR INTERIOR PARKING LOT LANDSCAPI
8. LABEL THE FIRE HYDRANT ON THE LANDSCAPE PLAN.
9. SHOW LIGHT POLES ON LANDSCAPE PLAN.
10. PROVIDE DETAIL FOR LOADING AREA SCREENING.
11. EXISTING TREES IN EACH FRONT YARD MUST BE SAVED AND SH
N IN THE PERIMETER LANDSCAPING CALCULATIONS. LABEL ALL FR
T YARDS AS TREE SAVE AREAS.
12. THE TREE SAVE AREA SHALL BE SHOWN ON THE EROSION CONTR
, GRADING, AND LANDSCAPE PLANS.
13. PROVIDE THE STANDARD CHESTERFIELD COUNTY LANDSCAPE NOT
. (AVAILABLE UPON REQUEST.)
14. ALL JUNCTION BOXES MUST BE SCREENED ON AT LEAST THREE
DES WITH SHRUBBERY OR LATTICE.
15. NOTE IRRIGATION METHOD AND SHOW IRRIGATION SLEEVES, HO
BIBS AND/OR YARD HYDRANTS ON LANDSCAPE PLAN. THE COUNTY
QUIRES YARD HYDRANTS OR HOSE BIBS WITHIN 100 FEET OF ALL N
PLANTINGS OR AN IRRIGATION SYSTEM.
16. TREE PROTECTION FENCING MUST BE PROVIDED FOR TREE SAVE
REAS ALONG ALL ROAD FRONTAGES. WHO ON EROSION AND SEDIMENT
ONTROL PLANS AND NOTE IN NARRATIVE.
17. PROVIDE COLOR RENDERING OF RETAINING WALL.
18. PROVIDE CUTSHEETS FOR EACH LIGHT FIXTURE.
19. PROVIDE TWO COPIES OF BUILDING ELEVATIONS WITH ALL MAT
IALS AND COLORS IDENTIFIED.
20. MECHANICAL EQUIPMENT SHALL BE SHIELDED AND SCREENED FR
PUBLIC VIEW AND DESIGNED TO BE PERCEIVED AS AN INTEGRAL P
T OF THE BUILDING.
21. SHOW THE LOCATION OF ROOF ACCESS. EXTERIOR LADDER ACC
S AND PARAPET OPENINGS SHALL NOT BE VISIBLE FROM ADJACENT
OPERTIES AND PUBLIC RIGHTS OF WAY. EXTERIOR ACCESS SCREEN
G MUST BE DESIGNED IN A MANNER INTEGRAL TO THE ARCHITECTUR
CHARACTER OF THE BUILDING. THE COUNTY ENCOURAGES INTERIOR
CCESS.
22. SHEET C6.00: UTILITIES ARE ALLOWED THROUGH TREE SAVE A
AS PERPENDICULARLY ONLY. STORE SEWER MUST BE REDESIGNED.
23. PUT NOTE ON PLANS: "ANY SIGN IN EXCESS OF EIGHT SQUARE
EET REQUIRES A PERMIT." THE SIGN PERMIT MUST BE OBTAINED T
OUGH THE BUILDING INSPECTIONS DEPARTMENT. ANY SITE PLAN AP
OVAL DOES NOT INCLUDE APPROVAL OF ANY SIGN LOCATIONS SHOWN
N THIS PLAN.
24. PROVIDE COLOR RENDERING OF DUMPSTER SCREENING. PROVIDE
SIGN PROHIBITING SERVICE BETWEEN 9PM AND 6AM.
25. PRIOR TO RECEIVING A TEMPORARY OCCUPANCY PERMITS, THE
PLICANT SHALL PROVIDE A LETTER OF GUARANTEE (COUNTY FORMAT
TO REPLACE ALL UNHEALTHY OR DEAD PLANTS OR POLLARDED TREES
DENTIFIED BY THE ONE YEAR INSPECTION BY THE PLANNING DEPAR
ENT.
ADDITIONALLY, A FORM OF SURETY (BOND OR LETTER OF CREDIT)
AN AMOUNT EQUAL TO THE COST OF COMPLETING THE REQUIRED LA
SCAPING SHALL BE PROVIDED TO THE PLANNING DEPARTMENT.
THIS COMPLETES THE FIRST REVIEW
**********************************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #-----BETH SYKES/717-6836
EMAIL------------------SYKESB@CHESTERFIELD.GOV
NAME OF PLAN----------- GROCERY STORE
SITE PLAN NUMBER-------16PR0134
ADDRESS----------------11701 IRON BRIDGE ROAD
LATEST PLAN DATE-------10/15/15
DEPT. REC'D. DATE------10/20/15
SUBMITTAL NUMBER-------TWO
REVIEW DATE------------12/8/15
RECOMMENDATION--------- REVISIONS REQUESTED
TABLE REVIEW-----------YES
LANDSCAPE PLAN STATUS--REVISIONS REQUESTED
ARCHITECTURAL ELEVATIONS-INFORMATION REQUESTED NEXT SUBMIT
LIGHTING PLAN/CUTSHEETS---REVISIONS REQUESTED
IRRIGATION/HOSEBIB PLAN---YARN HYDRANTS
REVIEW COMMENTS:
PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT 10
ULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE PLANNI
DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A RESPONSE TO C
MENTS, USING THE SPACE BELOW (NOT ON A SEPARATE SHEET) EAC
REVIEW COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH COM
NT. BE SURE TO INDICATE WHICH SHEETS SHOW THE REQUIRED CH
GES. PROVIDE ONE COMPLETE RESPONSE TO ALL DEPARTMENT COMM
TS TO THE PLANNING DEPARTMENT. PROVIDE A TRANSMITTAL LETT
TO DESCRIBE ANY CHANGES TO THE PLANS NOT CAUSED BY STAFF
VIEW COMMENTS. CLEARLY LABEL TO WHICH DEPARTMENT SUPPLEMEN
L INFORMATION SHOULD BE ROUTED.
(CL X.X REPRESENTS CHECKLIST ITEM #)
1. SITE PLAN NUMBER SHOULD BE ON THE COVER SHEET, AND SHEE
SV-1, C7.0, AND C7.1
2. PROVIDE A STATUS UPDATE ON COORDINATION WITH THE IRON
IDGE ASSOCIATION. PROVIDE A COPY OF THE FINAL ARCHITECTUR
APPROVED BY THE ASSOCIATION.
3. LABEL LIGHT POLES ON LANDSCAPE PLAN. MANY CONFLICT WIT
MATURE TREE SPAN AND SHOULD BE RELOCATED.
4. THE NEW GPIN IS 775-654-6307.
5. PER ZONING CASE 86S097, "SITES SHALL BE DESIGNED AND BU
DINGS ORIENTED SO THAT LOADING AREAS ARE NOT VISIBLE FROM
Y OF THE PROJECT PERIMETERS ADJOINING A PUBLIC RIGHT OF WA
"
6. ALL JUNCTION BOXES MUST BE SCREENED ON AT LEAST THREE S
ES WITH SHRUBBERY OR LATTICE.
7. PRIOR TO RECEIVING A TEMPORARY OCCUPANCY PERMITS, THE A
LICANT SHALL PROVIDE A LETTER OF GUARANTEE (COUNTY FORMAT)
O REPLACE ALL UNHEALTHY OR DEAD PLANTS OR POLLARDED TREES
ENTIFIED BY THE ONE YEAR INSPECTION BY THE PLANNING DEPART
NT.
ADDITIONALLY, A FORM OF SURETY (BOND OR LETTER OF CREDIT)
AN AMOUNT EQUAL TO THE COST OF COMPLETING THE REQUIRED LA
SCAPING SHALL BE PROVIDED TO THE PLANNING DEPARTMENT.
THIS COMPLETES THE SECOND REVIEW
*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=*=
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #-----BETH SYKES/717-6836
EMAIL------------------SYKESB@CHESTERFIELD.GOV
NAME OF PLAN----------- GROCERY STORE
SITE PLAN NUMBER-------16PR0134
ADDRESS----------------11701 IRON BRIDGE ROAD
LATEST PLAN DATE-------JANUARY 4, 2016
DEPT. REC'D. DATE------JANUARY 11, 2016
SUBMITTAL NUMBER-------THREE
REVIEW DATE------------2/8/16
RECOMMENDATION--------- REVISIONS REQUESTED
TABLE REVIEW-----------YES
RECOMMENDATION--------- NOT APPROVED
TABLE REVIEW-----------YES
LANDSCAPE PLAN STATUS--REVISIONS REQUESTED
ARCHITECTURAL ELEVATIONS-NOT APPROVED
LIGHTING PLAN/CUTSHEETS---INFORMATION REQUESTED
IRRIGATION/HOSEBIB PLAN---YARD HYDRANTS
REVIEW COMMENTS:
PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT 10
ULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE PLANNI
DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A RESPONSE TO C
MENTS, USING THE SPACE BELOW (NOT ON A SEPARATE SHEET) EAC
REVIEW COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH COM
NT. BE SURE TO INDICATE WHICH SHEETS SHOW THE REQUIRED CH
GES. PROVIDE ONE COMPLETE RESPONSE TO ALL DEPARTMENT COMM
TS TO THE PLANNING DEPARTMENT. PROVIDE A TRANSMITTAL LETT
TO DESCRIBE ANY CHANGES TO THE PLANS NOT CAUSED BY STAFF
VIEW COMMENTS. CLEARLY LABEL TO WHICH DEPARTMENT SUPPLEMEN
L INFORMATION SHOULD BE ROUTED.
(CL X.X REPRESENTS CHECKLIST ITEM #)
1. PROVIDE A STATUS UPDATE ON COORDINATION WITH THE IRON B
DGE ASSOCIATION. PROVIDE A COPY OF THE FINAL ARCHITECTURE
ND SITE PLAN APPROVED BY THE ASSOCIATION.
2. MINIMUM HEIGHT FOR SHRUBS AT PLANTING IS 18 INCHES.
3. RETAINING WALLS FOUR FEET OR HIGHER SHALL INCORPORATE D
ORATIVE FENCING ON THE UPPER SIDE OF THE WALL. FENCING SHA
BE A MINIMUM HEIGHT OF 48 INCHES.
4. RETAINING WALLS OVER TEN FEET IN HEIGHT AND WITHIN FIFT
FEET OF, AND FACING AS EXTERIOR PROPERTY LINE OR PUBLIC RI
T OF WAY SHALL EMPLOY LANDSCAPING ALONG THE WALL BASE TO S
TEN THE VISUAL IMPACT OF THE WALL. LANDSCAPING SHALL CONSI
OF ANY REQUIRED SETBACK PLANTING AS WELL AS ADDITIONAL EV
GREEN TREES TO BREAK UP LARGE EXPANSES OF WALL.
5. RETAINING WALLS SHALL BE CONSTRUCTED SO THAT THEY ARE C
PATIBLE IN APPEARANCE WITH THE PRINCIPAL STRUCTURES IN THE
EVELOPMENT IN WHICH THEY ARE LOCATED. COMPATIBILITY SHALL
E ACCOMPLISHED THROUGH THE USE OF INTEGRATED COLOR BLOCK O
OTHER MATERIALS THAT IS SIMILAR IN APPEARANCE TO THE PRIMA
STRUCTURE OR IS AN EARTH TONE ACCEPTABLE TO THE DIRECTOR
PLANNING.
6. PRIOR TO RECEIVING A TEMPORARY OCCUPANCY PERMITS, THE A
LICANT SHALL PROVIDE A LETTER OF GUARANTEE (COUNTY FORMAT)
O REPLACE ALL UNHEALTHY OR DEAD PLANTS OR POLLARDED TREES
ENTIFIED BY THE ONE YEAR INSPECTION BY THE PLANNING DEPART
NT.
ADDITIONALLY, A FORM OF SURETY (BOND OR LETTER OF CREDIT)
AN AMOUNT EQUAL TO THE COST OF COMPLETING THE REQUIRED LA
SCAPING SHALL BE PROVIDED TO THE PLANNING DEPARTMENT.
ARCHITECTURE:
1. PER SEC. 19-1.317.D, MECHANICAL EQUIPMENT SCREENING SHA
BE DESIGNED AS AN INTEGRAL PART OF THE BUILDING. THIS IS
OT ACHIEVED ON THIS ELEVATION.
2. PER SEC. 19-1. 317, THE BUILDING IS REQUIRED TO BE ARCH
ECTURALLY COMPATIBLE WITH OTHER BUILDINGS WITHIN THE SAME
VELOPMENT. THE IRONBRIDGE MEDICAL CENTER, DUPONT FIBER, A
BREUSTER'S ICE CREAM BUILDINGS HAVE ESTABLISHED THE ARCHI
CTURAL STYLE AND MATERIALS FOR THIS DEVELOPMENT. THE CONT
PORARY ARCHITECTURAL STYLE OF THE LIDL BUILDING IS REASONA
Y COMPATIBLE WITH THESE BUILDINGS, BUT THE AMOUNT OF STUCC
ON THE LIDL BUILDING IS TOO EXTENSIVE. THE RED BRICK NEED
TO BE THE PRIMARY MATERIAL ON ALL FOUR SIDES OF THE BUILDI
, NOT INCLUDING WINDOW AREAS. THE TPO ROOF MATERIAL IS AL
NOT A COMPATIBLE MATERIAL. USE A STANDING SEAM METAL ROO
IN A NEUTRAL COLOR OR GREY COLOR TO MATCH THE EXISTING BUI
INGS.
3. ROOF ACCESS SHALL BE INTERIOR.
4. ADD EVERGREEN TREES IN NORTHWEST CORNER TO SCREEN OVERH
D DOOR LOADING AREA.
5. LABEL RED BRICK COLOR "TO MATCH MEDICAL OFFICE BUILDING
PROVIDE BRICK SAMPLE FOR REVIEW.
6. RELATING TO ARCHITECTURAL COMPATIBILITY AND REQUIREMENT
FOR ON-SITE LIGHTING, PLEASE PROVIDE INFORMATION ON INTERI
LIGHTING OF THE BUILDING. DUE TO THE EXTENSIVE WINDOW ARE
ON 3 SIDES OF THE BUILDING, INTERIOR LIGHTING NEEDS TO BE
ESIGNED TO FOCUS LIGHTING DOWNWARD SO THAT DIRECT VIEW OF
E LIGHT SOURCE IS NOT VISIBLE THROUGH THE WINDOWS OF THE B
LDING.
THIS COMPLETES THE THIRD REVIEW
**********************************************************
REVIEW DEPARTMENT---------PLANNING
REVIEWER / PHONE #--------CHRIS HALE / (804) 717-6042
NAME OF PLAN--------------GROCERY STORE 11701 IRON BRIDGE
SITE PLAN NUMBER----------16PR0134
ADDRESS-------------------11701 IRON BRIDGE ROAD
LATEST PLAN DATE----------06/03/16
DEPT. REC'D. DATE---------06/07/16
SUBMITTAL NUMBER----------FIVE - ADJUSTMENT
REVIEW DATE---------------07/14/16
RECOMMENDATION------------REVISION REQUIRED
TABLE REVIEW--------------YES
PLAT PROCESSING-----------NO
LANDSCAPE PLAN STATUS-----SUBMITTED, NO CHANGE
ARCHITECTURAL ELEVATIONS--SUBMITTED, NOT APPROVED
LIGHTING PLAN/CUTSHEETS---SUBMITTED, NO CHANGE
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. ALL LANDSCAPED AREAS SHALL BE PROVIDED WITH A READILY
AVAILABLE WATER SUPPLY. THE COUNTY ACCEPTS EITHER YARD
HYDRANTS AND/OR HOSE BIBS WITHIN 100 FEET OF ALL NEW
PLANTINGS OR AN IRRIGATION SYSTEM FOR ALL AREAS OF NEW
PLANTINGS. SHOW LOCATION OF HYDRANTS, BIBS OR IRRIGATION
SLEEVES. THE COUNTY ALSO ACCEPTS A 3-YEAR CONTINUOUS
MAINTENANCE CONTRACT WITH A REPUTABLE LANDSCAPING
MAINTENANCE COMPANY PRIOR TO OCCUPANCY. CERTAIN AREAS
DIFFICULT TO SERVE WITH WATER MAY BE PLANTED WITH DROUGHT
TOLERANT NATIVE SPECIES. INSURE WATER INFORMATION IS
SUPPLIED ON UTILITY DEPARTMENT METER SIZING FORMS. 19.1-
249.B
03. 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
04. MAINTENANCE GUARANTEE: PRIOR TO RECEIVING AN OCCUPANCY
PERMIT, THE APPLICANT SHALL PROVIDE A LETTER OF GUARANTEE
(COUNTY FORMAT) TO REPLACE ALL UNHEALTHY OR DEAD PLANTS OR
POLLARDED TREES IDENTIFIED BY THE ONE YEAR INSPECTION BY
THE PLANNING DEPARTMENT.
05. PROVIDE A DETAIL FOR THE ENTER/EXIT SIGNS. IF THESE
SIGNS INCLUDE COMPANY GRAPHICS THEN THEY WILL BE REVIEWED
UNDER A SEPARATE SIGN PERMIT.
06. A SIGN PERMIT WILL BE REQUIRED. SIGN PERMIT APPROVAL I
SEPARATE FROM SITE PLAN APPROVAL.
07. ARCHITECTURAL ELEVATIONS HAVE NOT BEEN APPROVED.
PLANNING IS CURRENTLY WORKING WITH THE APPLICANT TO RESOLV
OUTSTANDING ARCHITECTURAL COMPATIBILITY ISSUES. APPROVAL O
ELEVATIONS IS REQUIRED FOR FULL SITE PLAN APPROVAL.
**********************************************************
REVIEWER / PHONE #--------CHRIS HALE / (804) 717-6042
NAME OF PLAN--------------GROCERY STORE 11701 IRON BRIDGE
SITE PLAN NUMBER----------16PR0134
ADDRESS-------------------11701 IRON BRIDGE ROAD
LATEST PLAN DATE----------01/05/17
DEPT. REC'D. DATE---------01/06/17
SUBMITTAL NUMBER----------7 - ADJUSTMT TO APPROVED 09/02/1
REVIEW DATE---------------01/18/17
RECOMMENDATION------------APPROVED WITH CONDITIONS
TABLE REVIEW--------------YES
PLAT PROCESSING-----------NO
LANDSCAPE PLAN STATUS-----SUBMITTED, NO CHANGE
ARCHITECTURAL ELEVATIONS--NOT SUBMITTED
LIGHTING PLAN/CUTSHEETS---SUBMITTED, NO CHANGE
IRRIGATION/HOSEBIB PLAN---NOT SUBMITTED
1. GUARD RAIL MEETING VDOT STANDARDS OR CONCRETE FILLED
STEEL BOLLARDS AT 4.5 FEET ON CENTER ARE REQUIRED AT THE
TOP OF THE RETAINING WALL BETWEEN THE PARKING BACK OF CURB
AND THE ORNAMENTAL SAFETY FENCE THAT IS ALSO REQUIRED.
19.1-320.B. INSTALLATION OF THE BARRIER WILL BE VERIFIED A
THE TIME OF FINAL OCCUPANCY INSPECTION.
2. THE SITE PLAN ADJUSTMENT CAN BE APPROVED. THE LANDSCAPE
PLAN HOWEVER WILL NEED TO BE RESUBMITTED SEPARATELY WITH
THE FOLLOWING CORRECTIONS:
A. SOME PARKING LOT TREES ARE SHOWN OUTSIDE OF ISLANDS IN
PAVED AREAS. ADJUST THE LOCATION OF THESE TREES.
B. SEEDING IS INDICATED IN PAVED AREAS. CORRECT THE
ANNOTATION FOR SEEDED AREAS.
C. LARGE TREES REQUIRE A PLANTING AREA WITH A 15 FOOT
MINIMUM DIMENSION. DRAKE ELMS CANNOT BE PLANTED IN 9 FOOT
WIDE ISLANDS. REFER TO THE MARKED UP LANDSCAPE PLAN SHOWIN
REVISED LOCATIONS FOR LARGE AND SMALL DECIDUOUS INTERIOR
PARKING LOT TREES.
D. CLEARLY SHOW ALL LIGHT POLE LOCATIONS ON THE LANDSCAPE
PLAN. LARGE DECIDUOUS TREES MUST NOT BE LOCATED WITHIN 15
FEET OF LIGHT POLES.
E. LARGE TREES MUST NOT BE LOCATED WITHIN 8 FEET OF STORM
SEWER AND UTILITY LINES. SMALL TREES MUST NOT BE LOCATED
WITHIN 5 FEET OF STORM SEWER OR UTILITY LINES.
F. THE PLANTING PLAN AND PLANTING DETAILS SHEETS MUST BE
SEALED BY A LICENSED LANDSCAPE ARCHITECT, CERTIFIED
LANDSCAPE DESIGNER, OR CERTIFIED HORTICULTURIST.
RESUBMIT 2 FULL SIZED SETS OF THE LANDSCAPE PLAN WITH
CORRECTIONS. NO ADDITIONAL FEE IS REQUIRED FOR THE
LANDSCAPE PLAN SUBMITTAL.
**********************************************************
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : PROPOSED GROCERY STORE
PLAN NO. : 16PR0134
ADDRESS :
LATEST PLAN DATE : 8/21/15
RECEIVED DATE : 8/27/15
SUBMITTAL NUMBER : 1
REVIEW DATE : 9/16/15
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. THERE ARE POINTS SHOWN ON THE CORNERS
OF THE BUILDING, BUT THEY NEED TO BE ON THE PROPERTY
CORNERS AS WELL.
2. ROUTE 999 IS ACTUALLY CALLED IRONBRIDGE LANE, NOT
IRON BRIDGE PLACE.
3. IRONBRIDGE BLVD, IRONBRIDGE LANE, AND IRONBRIDGE PKWY
ARE ALL ONE WORD STREET NAMES. IRON BRIDGE RD IS A
TWO WORD STREET NAME.
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : PROPOSED GROCERY STORE
PLAN NO. : 16PR0134
ADDRESS :
LATEST PLAN DATE : 10/15/15
RECEIVED DATE : 10/20/15
SUBMITTAL NUMBER : 2
REVIEW DATE : 10/27/15
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : PROPOSED GROCERY STORE
PLAN NO. : 16PR0134
ADDRESS :
LATEST PLAN DATE : 1/4/16
RECEIVED DATE : 1/8/16
SUBMITTAL NUMBER : 3
REVIEW DATE : 2/1/16
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : AMY JOHANSON 768-7549
NAME OF PLAN : GROCERY STORE 11701 IRON BRIDGE RD
PLAN NO. : 16PR0134
LATEST PLAN DATE : 6/3/16
RECEIVED DATE : 6/20/16
SUBMITTAL NUMBER : 4
REVIEW DATE : 7/1/16
RECOMMENDATION : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. BEARINGS SHOWN ARE NOT INDICATED TO BE NAD83
BEARINGS. ADD THIS INDICATION TO THE NORTH ARROW.
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : AMY JOHANSON 768-7549
NAME OF PLAN : GROCERY STORE 11701 IRON BRIDGE RD
PLAN NO. : 16PR0134
LATEST PLAN DATE : 7/29/16
RECEIVED DATE : 8/16/16
SUBMITTAL NUMBER : 5
REVIEW DATE : 8/29/16
RECOMMENDATION : APPROVED
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : GROCERY STORE 11701 IRON BRIDGE RD
CASE NUMBER : 16PR0134
LATEST PLAN DATE : 1/5/17
RECEIVED DATE : 1/10/17
SUBMITTAL NUMBER : 6
REVIEW DATE : 1/11/17
STATUS : APPROVED
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: PROPOSED GROCERY STORE
SITE PLAN NUMBER: 16PR0134
ADDRESS: 11701 IRON BRIDGE ROAD
LATEST PLAN DATE: 8/21/15
DEPT. REC'D. DATE: 8/27/15
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 8/28/15
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. THE APPROXIMATE LOCATION OF ALL REQUIRED FIRE LANE
SIGNS AND CURB / STREET MARKING SHALL BE INDICATED ON
THE PLAN. FIRE LANES THAT ARE BETWEEN TWENTY AND
TWENTY-SIX FEET IN WIDTH SHALL BE POSTED AND MARKED ON
BOTH SIDES OF THE ROADWAY. FIRE LANES IN EXCESS OF
TWENTY-SIX FEET IN WIDTH UP TO THIRTY-TWO FEET IN WIDTH
SHALL BE POSTED AND MARKED ON ONE SIDE OF THE
ROADWAY. THE LOCATION OF AND METHOD OF MARKING FIRE
LANES SHALL BE CLEARLY INDICATED ON THE SUBMITTED SITE
PLAN. ALL FIRE LANE SIGNS SHALL BE DOUBLE FACED AND
INSTALLED PERPENDICULAR TO THE CURB.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: PROPOSED GROCERY STORE
SITE PLAN NUMBER: 16PR0134
ADDRESS: 11701 IRON BRIDGE ROAD
LATEST PLAN DATE: 10/15//15
DEPT. REC'D. DATE: 10/19/15
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 10/22/15
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. RELOCATE HYDRANTS AND DCVA TO LOCATIONS DISCUSSED IN
OUR PHONE CONVERSION AND ON THE PDF.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: PROPOSED GROCERY STORE
SITE PLAN NUMBER: 16PR0134
ADDRESS: 11701 IRON BRIDGE ROAD
LATEST PLAN DATE: 1/4/16
DEPT. REC'D. DATE: 1/11/16
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 1/11/16
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: PROPOSED GROCERY STORE
SITE PLAN NUMBER: 16PR0134
ADDRESS: 11701 IRON BRIDGE ROAD
LATEST PLAN DATE: 6/3/16
DEPT. REC'D. DATE: 6/20/16
SUBMITTAL NUMBER: 4TH REVIEW
REVIEW DATE: 6/20/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: PROPOSED GROCERY STORE
SITE PLAN NUMBER: 16PR0134
ADDRESS: 11701 IRON BRIDGE ROAD
LATEST PLAN DATE: 7/29/16
DEPT. REC'D. DATE: 8/15/16
SUBMITTAL NUMBER: 5TH REVIEW
REVIEW DATE: 8/15/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
2. PLEASE REMOVE THE DOUBLE CHECK ASSEMBLY AND VAULT
WITH FDC ARRANGEMENT FOR FIRE PUMP ON PAGE C6.4
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: PROPOSED GROCERY STORE
SITE PLAN NUMBER: 16PR0134
ADDRESS: 11701 IRON BRIDGE ROAD
LATEST PLAN DATE: 1/5/17
DEPT. REC'D. DATE: 1/17/17
SUBMITTAL NUMBER: 6TH REVIEW
REVIEW DATE: 1/17/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : PROPOSED GROCERY STORE
ADDRESS : 11701 IRON BRIDGE ROAD
SITE PLAN NO. : 16PR0134
LATEST PLAN DATE : AUGUST 21, 2015
DEPT. REC'D DATE : AUGUST 27, 2015
SUBMITTAL NUMBER : 1
REVIEW DATE : SEPTEMBER 10, 2015
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : NO
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND / OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL FEATURE
INCLUDING BUT NOT LIMITED TO WETLANDS, SURFACE WATERS
(E.G. VSMP PERMIT FOR CONSTRUCTION SITES, GROUND WATER
AND AIR QUALITY) FINAL APPROVAL OF THESE PLANS WILL NO
RELIEVE YOU OF YOUR RESPONSIBILITY. WETLANDS
DOCUMENTATION MUST BE RECEIVED BY THIS DEPARTMENT PRIO
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 TH
COUNTY FOR DEVELOPMENT PROJECTS WITHIN CHESTERFIELD
COUNTY. ADDITIONALLY, NEW STATE STORMWATER REGULATION
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 REQUIREMENT
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. 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)
04. THE THROAT LENGTH FOR ALL CURB DROP INLETS MUST BE
SHOWN. (CL-G&D 16)
05. 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)
06. 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). NOTE
THIS MAY AFFECT NOTE 4 UNDER DRAINAGE ON SHEET C1.1 OF
THE PLANS.
07. 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)
08. STEPS STD. ST-1 MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION OF ANY STRUCTURE OVER 4 FEET IN
HEIGHT. (CL-G&D 20)
09. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE
INTO A CONCRETE STRUCTURE. (CL-G&D 21)
10. THE SYMBOL USED FOR DRY GUTTER ON THE PLAN VIEW MUST B
SHOWN ADJACENT TO THE DETAIL FOR ITS CONSTRUCTION.
(CL-G&D 24)
11. VERIFY THERE ARE NO EXISTING PRIVATE UTILITY EASEMENTS
AFFECTED BY THE DEVELOPMENT OF THIS SITE. IF A PRIVAT
UTILITY EASEMENT IS AFFECTED, APPROVAL FROM THE UTILIT
COMPANIES WILL BE REQUIRED PRIOR TO PLAN APPROVAL.
12. SHEET C3.0:
A) SHOW THE PROPOSED DRAINAGE EASEMENTS.
B) PROVIDE GUARD RAIL FOR THE RETAINING WALL TO THE
EAST TO PREVENT CARS FOR VEHICULAR SAFETY.
13. SHEET C4.0:
A) CLARIFY HOW THE DUMPSTER AREA IS TO DRAIN.
B) PROVIDE DESIGN CALCULATIONS FOR THE SWALES TO THE
SOUTH OF THE PROJECT NEAR THE EXISTING HEADWALL BY
ROUTE 10.
C) PROVIDE DETAIL FOR THE VALLEY GUTTERS.
14. SHEET C4.1:
A) THE CONTOURS SHOWN ARE A BIT EXCESSIVE AND MAKE IT
DIFFICULT TO DISCERN WHAT IS TAKING PLACE WITH THE
TURN-LANE GRADING. 1' OR 2' INTERVALS SHOULD BE
APPROPRIATE ENOUGH HERE.
B) PROVIDE ESC PROTECTION FOR THE EXISTING INLET BEFOR
AND AFTER DEMOLITION/CONVERSION.
15. SHEET C7.0:
A) REMOVE ANY TREES THAT ARE WITHIN A DRAINAGE
EASEMENT.
B) REPLACE ANY RED/OCTOBER GLORY MAPLES THAT ARE WITHI
16' OF A DRAINAGE STRUCTURE OR PIPE WITH A SIMILAR
TREE THAT DOES NOT HAVE SUCH AN AGGRESSIVE ROOTING
SYSTEM THAT COULD CAUSE INTERFERENCE WITH THE STORM
SEWER FUNCTIONALITY.
16. STORMWATER CALCULATIONS:
A) PROVIDE INFORMATION FOR THE OFF-SITE HSG USED IN TH
CALCULATIONS IN ORDER TO VERIFY CURVE NUMBERS USED
IN THE ANALYSIS.
B) THE PIPE BETWEEN STRUCTURES A16 AND A14 IS LISTED A
A 15" IN THE CALCULATIONS; HOWEVER, ON THE PLAN AND
PROFILE IT IS SHOWN AS AN 18". VERIFY PIPE SIZE.
C) IN FIGURE 3 OR SIMILAR GRAPHIC IN THE DESIGN
NARRATIVE, PROVIDE THE CN USED.
D) CLARIFY HOW THE 24-HOUR RAINFALL VALUES WERE
OBTAINED. THEY SHOULD EITHER BE FROM THE VDOT
DRAINAGE MANUAL OR FROM THE NOAA PRECIPITATION
FREQUENCY DATA SERVER.
E) THE CA VALUES FOR A17-A13 AND A19-A18 DO NOT MATCH
THE PLANS.
F) STRUCTURE A20 IS INCLUDED IN THE CALCULATIONS, WAS
UNABLE TO LOCATE ON THE PLANS.
G) PROVIDE SPREAD CALCULATIONS FOR ALL DRAINAGE INLETS
H) IT IS SUGGESTED TO UTILIZE A 0.1 FOOT DROP IN
JUNCTIONS BETWEEN SIMILARLY SIZED PIPES. IN
STRUCTURES WHERE THE PIPE SIZES CHANGE IT IS
SUGGESTED TO MATCH CROWNS. THIS IS TO HELP ENSURE
PROPER CONSTRUCTION AND POSITIVE DRAINAGE.
I) SHOW STRUCTURE EX-10 TO O-2 ON THE PLANS.
J) PROVIDE HGL TO OUTFALL OF POND.
K) THE VELOCITIES SHOWN IN THE CALCULATIONS FOR MANY O
THE PIPES ARE IN EXCESS OF 10 FT/S. IT IS
RECOMMENDED THAT THE DESIGN BE ADJUSTED TO LOWER
THESE VELOCITIES TO HELP REDUCE SCOURING AND WEARIN
OF THE PIPES THAT COULD INCREASE MAINTENANCE
FREQUENCY AND COSTS.
L) THE HGL CALCULATIONS ARE USING INLET SHAPING WITHIN
THE EXISTING STRUCTURES. VERIFY THAT THESE
STRUCTURES ARE CURRENTLY USING INLET SHAPING OR
PROVIDE FOR THE RETROFIT OF THESE STRUCTURES WITHIN
THE PLAN.
M) IN THE SEDIMENT TRAP CALCULATION, SPECIFY THE
OUTFALL LENGTH.
17. SAFETY FENCE (STD. & SPEC 3.01) IS REQUIRED AROUND ALL
SEDIMENT TRAPS AND SEDIMENT BASINS. (CL-EC 15)
18. 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)
19. IN THE ABSENCE OF A DETAILED SOILS REPORT, THE MAXIMUM
VELOCITY ALLOWABLE ON BARE EARTH IS 3.5 FPS. VELOCITIE
BETWEEN 3.5 FPS AND 4.0 FPS REQUIRE A JUTE LINING AND
ANY VELOCITIES GREATER THAN 4.0 FPS REQUIRE A
STRUCTURAL LINING OF EITHER RIP RAP OR CONCRETE.
(CL-EC 17)
20. A DETAIL MUST BE SHOWN WHICH PROVIDES FOR PLACEMENT OF
EXCAVATED TRENCH MATERIAL ON THE UPHILL SIDE OF THE
TRENCH WHILE SILT FENCE AND STOCKPILED MATERIALS ARE
PLACED ON THE DOWNSTREAM SIDE. (CL-EC 37)
21. ANY SOIL STOCKPILE AREA MUST BE LOCATED ON THE PLANS.
SILT FENCE MUST BE PROVIDED AROUND THE PERIMETER.
(CL-EC 39)
22. SHEET C2.0:
A) SHOW INITIAL CLEARING LIMITS.
B) IT APPEARS THAT MANY OF THE DRAINAGE AREAS SHOWN DO
NOT FOLLOW THE CONTOURS. THE DRAINAGE AREA FOR THE
TRAP SHOULD BE BASED ON THE OVERALL LARGEST DRAINAG
AREA DURING CONSTRUCTION.
C) A STREAM CROSSING MAY BE REQUIRED FOR CROSSING THE
INTERMITTENT STREAM THROUGH THE CENTER OF THE
PROPERTY; IT'S ADVISED TO HAVE THE TRAFFIC CROSS
WHERE THE CREEK IS UNDERGROUND.
D) IT APPEARS THE DIVERSIONS (DITCHES) ARE CALLED OUT
AS DIVERSION DIKES (DD). VERIFY DIVERSION TYPE.
E) PROVIDE GRADING AND DESIGN CALCULATIONS FOR THE
DIVERSIONS (DITCHES). IT APPEARS THEY ARE RUNNING
UPHILL. SPECIFY THE LINING TYPE.
F) LABEL THE ROCK CHECK DAMS AND PROVIDE DETAIL.
G) PROVIDE GRADING FOR THE SEDIMENT TRAP OUTFALL.
H) PROVIDE FOR TEMPORARY SEEDING OF ANY DIVERSION AND
SEDIMENT TRAP.
I) IT IS SUGGESTED TO PROVIDE RIP-RAP FOR THE OUTFALL
OF THE DIVERSION INTO THE TRAP TO REDUCE POTENTIAL
EROSION.
J) THE DRAINAGE AREAS FOR IP-2 AND IP-3 ARE MISSING.
23. ON SHEET C2.1, IN THE GENERAL EROSION AND SEDIMENT
CONTROL NOTE 1, USE THE MOST RECENT ESC REGULATIONS.
24. C5.0:
A) CLARIFY WHEN RETAINING WALL CONSTRUCTION IS TO
OCCUR.
B) SHOW THE ESC PHASE 1 PRACTICES.
C) IT APPEARS THAT THE BUILDING AND SANITARY SEWER
CONSTRUCTION WILL INTERFERE WITH THE FUNCTIONALITY
OF THE SEDIMENT TRAP. PROVIDE DETAIL/CLARIFICATION
HOW THE TRAP IS TO FUNCTION DURING THE INSTALLATION
OF THESE ITEMS.
D) PROVIDE PERMANENT SEEDING AND MULCHING WHERE
APPROPRIATE.
E) PROVIDE BLANKET AND MATTING ON ALL EXPOSED SLOPES
3:1 OR GREATER.
F) THE LENGTH FOR PIPE A13 TO A12 IS NOT SHOWN.
25. AMEND THE CBPA NOTE ON THE COVER SHEET TO REPLACE
"ORIGINAL STORMWATER MASTER PLAN" WITH "OVERALL
IRONBRIDGE LAKE CBPA PLAN."
26. C5.1:
A) PROVIDE A CURVE NUMBER ANALYSIS FOR THE SITE TO
VERIFY IT IS WITHIN THE DESIGN PARAMETERS OF THE
CBPA PLAN.
B) PROVIDE MS-19 TABLE.
C) USE A C VALUE OF 0.35 FOR GRASS AREAS.
D) PROVIDE OFF-SITE CONTOUR DATA IN ORDER TO VERIFY
DRAINAGE AREAS.
E) PROVIDE DRAINAGE AREA FOR OUTPARCEL TO THE EAST.
27. 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.
28. PERMISSION MUST BE OBTAINED FROM THE ADJACENT PROPERTY
OWNER(S) ALLOWING FOR GRADING ON THE PROPERTY AS
PROPOSED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT.
29. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
30. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
31. A QUIT CLAIM, SUBORDINATION OF RIGHTS AGREEMENT, OR
SATISFACTORY COMMITMENT THEREOF BY THE PRIVATE UTILITY
COMPANY FOR THE LOCATION WHERE RIGHTS OF WAY WILL CROS
THE PRIVATE UTILITY EASEMENT MUST BE PROVIDED PRIOR TO
ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT
32. A CONSTRUCTION PERFORMANCE BOND MUST BE PROVIDED FOR
THE IMPROVEMENTS WITHIN THE PROPOSED RIGHT OF WAY PRIO
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
33. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
34. 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.
35. 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.
36. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. SUBSTANTIAL OR FULL SITE PLAN APPROVAL
B. A VDOT LAND USE PERMIT
C. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLANDS
EXPERT STATING:
1.THERE ARE NO WETLANDS IMPACTED ON THIS PROJECT, OR
2.ALL APPLICABLE FEDERAL AND STATE WETLAND PERMITS HAVE
BEEN ACQUIRED (COPIES OF THE PERMITS MUST BE SUBMITTED
D. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $3,400
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 # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : PROPOSED GROCERY STORE
ADDRESS : 11701 IRON BRIDGE ROAD
SITE PLAN NO. : 16PR0134
LATEST PLAN DATE : OCTOBER 15, 2015
DEPT. REC'D DATE : OCTOBER 19, 2015
SUBMITTAL NUMBER : 1
REVIEW DATE : NOVEMBER 06, 2015
RECOMMENDATION : NOT APPROVED
TABLE REVISION : YES, PROVIDE PDFS
PLAT PROCESSING : NO
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND / OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL FEATURE
INCLUDING BUT NOT LIMITED TO WETLANDS, SURFACE WATERS
(E.G. VSMP PERMIT FOR CONSTRUCTION SITES, GROUND WATER
AND AIR QUALITY) FINAL APPROVAL OF THESE PLANS WILL NO
RELIEVE YOU OF YOUR RESPONSIBILITY. WETLANDS
DOCUMENTATION MUST BE RECEIVED BY THIS DEPARTMENT PRIO
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 TH
COUNTY FOR DEVELOPMENT PROJECTS WITHIN CHESTERFIELD
COUNTY. ADDITIONALLY, NEW STATE STORMWATER REGULATION
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 REQUIREMENT
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. ALL APPROPRIATE SHEETS, VERIFY EXISTING LAND
CONDITIONS. A TIMBER PLAN FOR THIS AREA WAS PREVIOUSL
APPROVED BY ENVIRONMENTAL ENGINEERING AND MAY HAVE
ALTERED THE EXISTING CONDITIONS.
04. STORMWATER CALCULATIONS:
A) THE SPREADS FOR NUMEROUS INLETS WITHIN THE PARKING
AREA ARE EXCESSIVE. IT IS SUGGESTED ADDITIONAL
INLETS BE PROVIDED TO MINIMIZE SPREAD.
B) PROVIDE COLOR MAPS. THE MAPS SHOWN IN GREY SCALE
ARE DIFFICULT TO READ AND DISTINGUISH BETWEEN
DIFFERENT SHADINGS AND OBSCURE THE CONTOURS.
05. SHEET C2.0:
A) INCLUDE PLACEMENT OF SILT FENCE WITHIN THE INITIAL
CLEARING LIMITS.
B) IN ACCORDANCE WITH THE VESCH STANDARD SYMBOLOGY,
LABEL THE DIVERSION DIKES AS DD AND THE DIVERION
CHANNELS/DITCHES AS DV.
C) THE DRAINAGE AREA FOR INLET A12 EXCEEDS THE MAXIMUM
ALLOWED FOR INLET PROTECTION.
D) PROVIDE SEDIMENT TRAP INLET PROTECTION FOR A12 OR A
EXCAVATED PIT PER COUNTY DETAIL.
E) CLARIFY THE DA LABELS IN THE PLANS TO ALLOW EASIER
REVIEW FOR THE CALCULATIONS.
06. ON SHEET C2.1, IN THE GENERAL EROSION AND SEDIMENT
CONTROL NOTE 1, USE THE MOST RECENT ESC REGULATIONS
(9 VAC 25-840-40).
07. PROVIDE THE COUNTY MS-19 TABLE (AVAILABLE ON COUNTY
WEBSITE).
.
08. PROVIDE DETAIL FOR DRY CURB, NOTE ON SHEET C3.0 REFERS
TO C3.1. DETAIL DOES NOT APPEAR ON SHEET C3.1.
09. SHEET C4.0:
A) LABEL STORM SEWER INLETS AND PIPES.
B) THE PARKING LOT APPEARS TO BE ALL DRY CURB; HOWEVER
THE GRADING DOES NOT APPEAR TO BE CONDUCIVE OF THIS
APPROACH. PROVIDE REGULAR CURB AND GUTTER ON LOW
SIDE OF DRAINAGE AND TRANSITION TO DRY CURB AS
NEEDED, OTHERWISE PROVIDE SPOT SHOTS SHOWING HOW TH
PARKING IS TO DRAIN.
10. ON SHEET C4.1, IN THE GRADING AND EROSION CONTROL PLAN
SHOW MORE OF THE EXISTING CONTOURS. AS SHOWN IT IS NO
CLEAR IF THE PROPOSED CONTOURS TIE-IN CORRECTLY TO
EXISTING GRADE.
11. ON SHEET C5.2, THE PIPE FROM A29 TO A28 IS SHOWN AS
"146' OF 15" ??? @ 0.30%". CLARIFY LABELS.
12. 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.
13. PERMISSION MUST BE OBTAINED FROM THE ADJACENT PROPERTY
OWNER(S) ALLOWING FOR GRADING ON THE PROPERTY AS
PROPOSED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT.
14. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
15. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
16. A QUIT CLAIM, SUBORDINATION OF RIGHTS AGREEMENT, OR
SATISFACTORY COMMITMENT THEREOF BY THE PRIVATE UTILITY
COMPANY FOR THE LOCATION WHERE RIGHTS OF WAY WILL CROS
THE PRIVATE UTILITY EASEMENT MUST BE PROVIDED PRIOR TO
ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT
17. A CONSTRUCTION PERFORMANCE BOND MUST BE PROVIDED FOR
THE IMPROVEMENTS WITHIN THE PROPOSED RIGHT OF WAY PRIO
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
18. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
19. 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.
20. 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.
21. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. SUBSTANTIAL OR FULL SITE PLAN APPROVAL
B. A VDOT LAND USE PERMIT
C. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLANDS
EXPERT STATING:
1.THERE ARE NO WETLANDS IMPACTED ON THIS PROJECT, OR
2.ALL APPLICABLE FEDERAL AND STATE WETLAND PERMITS HAVE
BEEN ACQUIRED (COPIES OF THE PERMITS MUST BE SUBMITTED
D. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $3,400
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 # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : PROPOSED GROCERY STORE
ADDRESS : 11701 IRON BRIDGE ROAD
SITE PLAN NO. : 16PR0134
LATEST PLAN DATE : JANUARY 4, 2016
DEPT. REC'D DATE : JANUARY 11, 2016
SUBMITTAL NUMBER : 3
REVIEW DATE : FEBRUARY 5, 2016
RECOMMENDATION : APPROVED
TABLE REVISION : YES, PROVIDE PDFS
PLAT PROCESSING : YES
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND / OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL FEATURE
INCLUDING BUT NOT LIMITED TO WETLANDS, SURFACE WATERS
(E.G. VSMP PERMIT FOR CONSTRUCTION SITES, GROUND WATER
AND AIR QUALITY) FINAL APPROVAL OF THESE PLANS WILL NO
RELIEVE YOU OF YOUR RESPONSIBILITY. WETLANDS
DOCUMENTATION MUST BE RECEIVED BY THIS DEPARTMENT PRIO
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 TH
COUNTY FOR DEVELOPMENT PROJECTS WITHIN CHESTERFIELD
COUNTY. ADDITIONALLY, NEW STATE STORMWATER REGULATION
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 REQUIREMENT
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. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE TWO
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.
THESE FOUR SETS OF PLANS SHALL SHOW A DRAINAGE EASEMEN
PRIVATE FROM DRAINAGE STRUCTURE A13 TO A15.
04. PERMISSION MUST BE OBTAINED FROM THE ADJACENT PROPERTY
OWNER(S) ALLOWING FOR GRADING ON THE PROPERTY AS
PROPOSED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT.
05. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
06. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
07. A QUIT CLAIM, SUBORDINATION OF RIGHTS AGREEMENT, OR
SATISFACTORY COMMITMENT THEREOF BY THE PRIVATE UTILITY
COMPANY FOR THE LOCATION WHERE RIGHTS OF WAY WILL CROS
THE PRIVATE UTILITY EASEMENT MUST BE PROVIDED PRIOR TO
ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS PROJECT
08. A CONSTRUCTION PERFORMANCE BOND MUST BE PROVIDED FOR
THE IMPROVEMENTS WITHIN THE PROPOSED RIGHT OF WAY PRIO
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
09. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
10. 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.
11. 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.
12. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. SUBSTANTIAL OR FULL SITE PLAN APPROVAL
B. A VDOT LAND USE PERMIT
C. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLANDS
EXPERT STATING:
1.THERE ARE NO WETLANDS IMPACTED ON THIS PROJECT, OR
2.ALL APPLICABLE FEDERAL AND STATE WETLAND PERMITS HAVE
BEEN ACQUIRED (COPIES OF THE PERMITS MUST BE SUBMITTED
D. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $3,400
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 # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : PROPOSED GROCERY STORE
ADDRESS : 11701 IRON BRIDGE ROAD
SITE PLAN NO. : 16PR0134
LATEST PLAN DATE : JUNE 03, 2016
DEPT. REC'D DATE : JUNE 20, 2016
SUBMITTAL NUMBER : 5
REVIEW DATE : JULY 05, 2016
RECOMMENDATION : NOT APPROVED
TABLE REVISION : YES
PLAT PROCESSING : YES
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND / OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL FEATURE
INCLUDING BUT NOT LIMITED TO WETLANDS, SURFACE WATERS
(E.G. VSMP PERMIT FOR CONSTRUCTION SITES, GROUND WATER
AND AIR QUALITY) FINAL APPROVAL OF THESE PLANS WILL NO
RELIEVE YOU OF YOUR RESPONSIBILITY. WETLANDS
DOCUMENTATION MUST BE RECEIVED BY THIS DEPARTMENT PRIO
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 TH
COUNTY FOR DEVELOPMENT PROJECTS WITHIN CHESTERFIELD
COUNTY. ADDITIONALLY, NEW STATE STORMWATER REGULATION
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 REQUIREMENT
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. LABEL THE FINISH FLOOR ELEVATION ON ALL APPLICABLE
SHEETS.
04. PROVIDE UPDATED DRAINAGE CALCULATIONS.
05. ENSURE THE DRAINAGE AREA FROM THE CART CORRAL IS
INCLUDED IN THE AREA FOR A17.
06. LABEL THE PROPOSED PRIVATE DRAINAGE EASEMENT FROM
STRUCTURE A13 TO A15.
07. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE TWO
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.
08. PERMISSION MUST BE OBTAINED FROM THE ADJACENT PROPERTY
OWNER(S) ALLOWING FOR GRADING ON THE PROPERTY AS
PROPOSED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT.
09. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
10. A QUIT CLAIM, SUBORDINATION OF RIGHTS AGREEMENT, OR
SATISFACTORY COMMITMENT THEREOF FOR THE VDOT DRAINAGE
EASEMENT MUST BE PROVIDED PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT FOR THIS PROJECT.
11. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
12. 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.
13. 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.
14. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. SUBSTANTIAL OR FULL SITE PLAN APPROVAL
B. A VDOT LAND USE PERMIT
C. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLANDS
EXPERT STATING:
1.THERE ARE NO WETLANDS IMPACTED ON THIS PROJECT, OR
2.ALL APPLICABLE FEDERAL AND STATE WETLAND PERMITS HAVE
BEEN ACQUIRED (COPIES OF THE PERMITS MUST BE SUBMITTED
D. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $3,400
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 # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : PROPOSED GROCERY STORE
ADDRESS : 11701 IRON BRIDGE ROAD
SITE PLAN NO. : 16PR0134
LATEST PLAN DATE : JULY 26, 2016
DEPT. REC'D DATE : AUGUST 16, 2016
SUBMITTAL NUMBER : 6
REVIEW DATE : SEPTEMBER 01, 2016
RECOMMENDATION : APPROVED
TABLE REVISION : YES
PLAT PROCESSING : YES
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND / OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL FEATURE
INCLUDING BUT NOT LIMITED TO WETLANDS, SURFACE WATERS
(E.G. VSMP PERMIT FOR CONSTRUCTION SITES, GROUND WATER
AND AIR QUALITY) FINAL APPROVAL OF THESE PLANS WILL NO
RELIEVE YOU OF YOUR RESPONSIBILITY. WETLANDS
DOCUMENTATION MUST BE RECEIVED BY THIS DEPARTMENT PRIO
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 TH
COUNTY FOR DEVELOPMENT PROJECTS WITHIN CHESTERFIELD
COUNTY. ADDITIONALLY, NEW STATE STORMWATER REGULATION
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 REQUIREMENT
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. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE TWO
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.
04. PERMISSION MUST BE OBTAINED FROM THE ADJACENT PROPERTY
OWNER(S) ALLOWING FOR GRADING ON THE PROPERTY AS
PROPOSED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT.
05. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
06. A QUIT CLAIM, SUBORDINATION OF RIGHTS AGREEMENT, OR
SATISFACTORY COMMITMENT THEREOF FOR THE VDOT DRAINAGE
EASEMENT MUST BE PROVIDED PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT FOR THIS PROJECT.
07. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
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. A VDOT LAND USE PERMIT
C. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLANDS
EXPERT STATING:
1.THERE ARE NO WETLANDS IMPACTED ON THIS PROJECT, OR
2.ALL APPLICABLE FEDERAL AND STATE WETLAND PERMITS HAVE
BEEN ACQUIRED (COPIES OF THE PERMITS MUST BE SUBMITTED
D. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $3,400
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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