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CASE NO: 16PR0181 STATUS: PENDING APPROVAL
PROJECT NAME: HULL STREET CENTER - LAST INTERNET UPDATE: 11/20/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 02 06/09/17 06/30/17 ******** ********
ENVIR.ENGR.-: 04 11/06/17 12/01/17 ******** 02/02/16 CBH 776-7836
FIRE DEPT.--: 04 11/06/17 12/01/17 COMPLETE 11/13/17 AWB 717-6167
MAPPING/GIS-: 04 11/06/17 12/01/17 COMPLETE 11/16/17 AMJ 768-7549
PLANNING----: 04 11/06/17 12/01/17 ******** 09/13/17 CH 717-6042
TRANSPORT.--: 04 11/06/17 12/01/17 ******** 09/01/17 SJA 751-4461
UTIL.PLAN.--: 04 11/06/17 12/01/17 ******** ********
UTILITIES---: 04 11/06/17 12/01/17 ******** 09/01/17 M L 748-1338
UTIL.R.O.W.-: 04 11/06/17 12/01/17 ******** ********
VDOT--------: 04 11/06/17 12/01/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : HULL STREET CENTER
ADDRESS :
SUBMISSION DATE : 12/16/15
PLAN DATED : 10/20/15
REVIEW DATE : 1/8/16
SITE PLAN NO. : 16PR0181
COMMENTS : 1ST REVIEW - APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
1. PER THE ENGINEER, NO UTILITY WORK ON THIS PROJECT.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : HULL STREET CENTER
ADDRESS : 7225 HULL STREET RD
SUBMISSION DATE : 2/16/17
PLAN DATED : 2/1/17
REVIEW DATE : 3/3/17
SITE PLAN NO. : 16PR0181
COMMENTS : 3RD REVIEW-APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
.
1. AFTER FINAL SITE PLAN APPROVAL, SUBMIT THREE SETS OF
THE APPROVED PLANS DIRECTLY TO THE UTILITIES DEPARTMENT FO
OUR USE DURING CONSTRUCTION INSPECTION. THIS IS IN
ADDITION TO THE ONE APPROVED SET FROM PLANNING (4 TOTAL
SETS).
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : HULL STREET CENTER
ADDRESS : 7225 HULL STREET RD
SUBMISSION DATE : 6/9/17
PLAN DATED : 6/5/17
REVIEW DATE : 6/13/17
SITE PLAN NO. : 16PR0181
COMMENTS : 4TH REVIEW-APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
PUBLIC UTILITIES ARE COMPLETE FOR THIS PROJECT.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : HULL STREET CENTER
ADDRESS : 7225 HULL STREET RD
SUBMISSION DATE : 6/9/17
PLAN DATED : 8/22/17
REVIEW DATE : 6/31/17
SITE PLAN NO. : 16PR0181
COMMENTS : 5TH REVIEW-APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
PUBLIC UTILITIES ARE COMPLETE FOR THIS PROJECT.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: HULL STREET CENTER
SITE PLAN NUMBER: 16PR0181
LATEST PLAN DATE: 10/20/15
DEPT. REC'D. DATE: 12/21/15
SUBMITTAL NUMBER: ONE
REVIEW DATE: 12/30/15
RECOMMENDATION: NOT APPROVED
1. COMPARING SHEETS C-2 AND C-3, IT IS UNCLEAR IF THE
PARKING ALONG ROUTE 360 IS WITHIN THE RIGHT-OF-WAY OR ON
PRIVATE PROPERTY. PLEASE CLARIFY. PARKING SHALL BE
LOCATED ON PRIVATE PROPERTY & NOT WITHIN THE RIGHT-OF-WAY.
2. CDOT WOULD RECOMMEND CLOSING THE ACCESS TO WAYSIDE DR
CLOSEST TO ROUTE 360 DUE TO ITS PROXIMITY TO RT 360 & THE
CONFIGURATION OF THE ACCESS IN RELATION TO THE PARKING LOT
3. LABEL THE EXISTING RIGHT-OF-WAY LINE ON ALL SHEETS.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: HULL STREET CENTER
SITE PLAN NUMBER: 16PR0181
LATEST PLAN DATE: 02/01/17
DEPT. REC'D. DATE: 02/20/17
SUBMITTAL NUMBER: TWO
REVIEW DATE: 03/07/17
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: LICENSE AGREEMENT - EXISTING SIGN
.
1. COORDINATE WITH COUNTY R/W ON ACQUIRING A LICENSE
AGREEMENT FOR THE EXISTING SIGN IN THE R/W.
.
2. CLARIFY LINES ALONG RT 360. IT APPEARS 2' BUFFER & 5'
SIDEWALK PROPOSED; HOWEVER, OVERLAPPING LINES MAKE IT
DIFFICULT TO READ/FOLLOW.
.
3. PROVIDE TYPICAL SIDEWALK DETAIL PER VDOT STANDARDS.
=========================================================
=========================================================
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: HULL STREET CENTER
SITE PLAN NUMBER: 16PR0181
LATEST PLAN DATE: 06/05/17
DEPT. REC'D. DATE: 06/12/17
SUBMITTAL NUMBER: THREE
REVIEW DATE: 06/12/17
RECOMMENDATION: NOT APPROVED - SIGN LOCATION?
PLAT PROCESSING: LICENSE AGREEMENT - EXISTING SIGN?
.
IS EXISTING SIGN IN THE RIGHT-OF-WAY? PLANS ARE UNCLEAR.
.
IF SIGN IS IN THE R/W, THEN A LICENSE AGREEMENT IS REQUIRE
PRIOR TO SITE PLAN APPROVAL. COORDINATE WITH COUNTY R/W.
.
IF SIGN IS NOT IN THE R/W, THEN CDOT IS APPROVED.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: HULL STREET CENTER
SITE PLAN NUMBER: 16PR0181
LATEST PLAN DATE: 08/22/17
DEPT. REC'D. DATE: 08/30/17
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 09/01/17
RECOMMENDATION: APPROVED
==========================================================
==========================================================
1. PLEASE SHOW ON PLAN ALL WORK PROPOSED.
THE PROPOSED PARKING AREA BETWEEN THE
AUTO WAREHOUSE AND THE SHOPPING CENTER
DOES NOT SHOW THE WORK PROPOSED FOR THE
EXISTING LOADING DOCK. ADDITIONALLY,
PROPOSED PARKING PLAN IN THE REAR IS
CURRENTLY RESTRICTED ACCESS WITH GATES
AND FENCING. THE EXISTING SURFACE TREATMENT
OF THIS PORTION OF THE PARKING LOT IS GRAVEL.
PLEASE DETAIL ALL EXISTING AND PROPOSED
WORK IN THIS AREA.
2. PARKING PLAN SHOWS ENCROACHMENT INTO
THE BUILDING ON THE WEST SIDE OF THE
PROPOSED PARKING PLAN. PLEASE DETAIL ALL
PROPOSED WORK ON PLANS.
3. THE DRIVE LANE BETWEEN THE WAREHOUSE
AND AUTO REPAIR AREA MUST BE A MINIMUM
OF 24 FT. PLANS INDICATE DRIVE WIDTH IS 15 FT.
AT ITS MOST NARROW. PLEASE REVISE.
SECTION 19.1238.C.
4. ISLAND CONSTRUCTION DETAILS FOR SIGN MISSING
FROM PLANS.
5. PER ORDINANCE, 159 PARKING SPACES REQUIRED,
PLAN SHOWS ONLY 157. PLEASE REVISE.
SECTION 19.1236.A.
6. TWO PARKING SPACES PROPOSED, ONE
HANDICAPPED, AT THE MAIN REAR ENTRANCE/EXIT.
PLEASE SHOW CURBING AND PROTECTIVE MEASURES
TO ENSURE SAFE ACCESS FOR THESE SPACES.
SPACES SEEM TO BE LOCATED IN THE
ENTRANCE/EXIT DRIVE. THE FIVE PARKING SPACES
NEXT TO THE DUMPSTER, BETWEEN AUTO
REPAIR WAREHOUSE AND SHOPPING CENTER
MUST SHOW SUFFICIENT SPACE FOR APPROPRIATE
INGRESS/EGRESS FOR PARKING, BAY DOOR TRAFFIC,
AND DRIVE LANE. LOADING DOCK IS LOCATED IN
THIS AREA (REFER TO COMMENTS 1 AND 3),
PARKING SPACES MAY NOT BE VIABLE.
7. AUTO SALES USE IS LOCATED IN SHOPPING CENTER;
PLEASE INDICATE WHERE OUTSIDE SHOWCASE
SPACE WILL BE LOCATED LOCATED. AUTO SALES
SHOWCASE SPACE MAY NOT OCCUPY REQUIRED
PARKING SPACES.
8. NO LANDSCAPE PLAN SUBMITTED. PLEASE SUBMIT
LANDSCAPE PLAN SHOWING PERIMETER LANDSCAPE
REQUIREMENT K. INTERIOR LANDSCAPE TREATMENT
IS REQUIRED. PAVE PARKING AREAS SHALL HAVE 30 SF
OF INTERIOR LANDSCAPING FOR EACH SPACE.
SECTION 19.1-253B-C.
9. PARKING EXPANSION SETBACKS ARE NOT SHOWN
ALONG HULL STREET RD. OR WAYSIDE DRIVE. 25 FT.
PARKING SET BACK REQUIRED FROM HULL STREET RD.
AND 15 FT. SETBACK REQUIRED FROM WAYSIDE DR.
ALONG HULL STREET RD. SETBACK, A FIVE FOOT
SIDEWALK/PEDESTRIAN WALKWAY MUST BE SHOWN.
IN ORDER TO COMPLY WITH PARKING, SETBACKS,
SIDEWALKS, AND LANDSCAPE REQUIREMENTS, AN
EXCEPTION REQUEST THROUGH ZONING MUST BE MADE.
PLEASE CONTACT MARISSA MARKLEVITZ TO GET
THE PROCESS STARTED.
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REVIEW DEPARTMENT---------PLANNING
REVIEWER / PHONE #--------CHRIS HALE / (804) 717-6042
NAME OF PLAN--------------HULL STREET CENTER
SITE PLAN NUMBER----------16PR0181
ADDRESS-------------------7225 HULL STREET ROAD
LATEST PLAN DATE----------02/01/17
DEPT. REC'D. DATE---------02/15/17
SUBMITTAL NUMBER----------2
REVIEW DATE---------------03/09/17
RECOMMENDATION------------REVISIONS REQUIRED
TABLE REVIEW--------------NO
PLAT PROCESSING-----------NO
LANDSCAPE PLAN STATUS-----SUBMITTED
ARCHITECTURAL ELEVATIONS--SUBMITTED
LIGHTING PLAN/CUTSHEETS---NOT SUBMITTED
IRRIGATION/HOSEBIB PLAN---NOT SUBMITTED
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A
COMPLETE RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE
PLANNING DEPARTMENT. BELOW EACH COMMENT DESCRIBE HOW YOU
HAVE ADDRESSED EACH REVIEW COMMENT. INDICATE WHICH SHEETS
SHOW THE REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO
DESCRIBE ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF
REVIEW COMMENTS.
2. IN THE GENERAL NOTES ON THE COVER SHEET LIST THE DESIGN
DISTRICT: 'ROUTE 360 EAST - ESTABLISHED COMMERCIAL DISTRIC
A'
3. IN THE GENERAL NOTES ON SHEET C-2, LIST THE BUILDING
AREA ONLY ONCE.
4. MULTIPLE OVERLAPPING PROPERTY LINES ARE SHOWN. IF LINES
ARE TO BE MODIFIED, INDICATE THE OLD AND NEW LINES.
5. PROVIDE THE USE OF ALL ADJACENT PROPERTIES WHERE
INFORMATION IS SHOWN ON SHEET C-2.
6. ADD A NOTE ON THE PLANS: ALL PROPOSED UTILITIES ARE TO
BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE AND
CATV.
7. SHOW AND LABEL ALL EXISTING AND PROPOSED UTILITY LINES.
8. SHOW SIGHT DISTANCE LINES FROM DRIVES EXITING THE
PROPERTY ONTO ALL PUBLIC STREETS. SIGHT LINES ARE NOT TO B
OBSTRUCTED BY LANDSCAPING OR CARS PARKED IN DESIGNATED
SPACES, ON OR OFF-STREET.
9. SHOW AND LABEL THE PARKING SETBACKS FOR THE HULL STREET
ROAD AND WAYSIDE DRIVE FRONTAGES. SETBACKS ARE MEASURED
FROM THE ULTIMATE RIGHT OF WAY TO THE EXISTING EDGE OF
PAVEMENT LINE.
10. PROVIDE HANDICAP PARKING SIGN DETAILS.
11. REMOVE THE TWO PARALLEL SERVICE SHOP OVERFLOW SPACES
ALONG THE INTERIOR SIDE WALK AND ALSO THE THREE 90 DEGREE
SPACES AT THE REAR OF UNIT J. ADD FOUR SPACES, DOUBLE
STACKED AT THE REAR OF THE AUTO SHOP AS INDICATED ON THE
SKETCH PROVIDED BY PLANNING ON 09/14/16.
12. WHERE THE ON-STREET PARKING IS SHOWN ON WAYSIDE DRIVE,
ADD STRIPED ISLANDS AS SHOWN ON THE SITE PLAN SKETCH WITH
PARKING COUNTS PROVIDED BY PLANNING ON 09/14/16.
13. ALL PARALLEL PARKING SPACES ARE TO BE A MINIMUM OF 7
FEET WIDE BY 22 FEET LONG. 19.1.238.A.2
14. SHOW A SIGN TO BE LOCATED AT THE BOUNDARY OF THE
PARKING LOT AREA SERVING THE AUTO REPAIR SHOP THAT READS:
'NO AUTO REPAIR PARKING BEYOND THIS POINT'
15. SHOW ON THE PLAN WHERE FIRE LANE SIGNS ARE TO BE
LOCATED.
16. SHOW A BARRICADE BETWEEN THE WESTERN BOUNDARY OF THE
PARKING LOT AND THE ADJACENT PROPERTY PARKING LOT TO THE
WEST. CONSIDER AESTHETICS OF THE BARRICADE AND PROVIDE A
DETAIL DRAWING.
17. ADJUST THE PARKING CALCULATIONS TO INCLUDE THE 13
ON-STREET PARALLEL SPACES FOR A TOTAL OF 100 FRONT BUILDIN
SPACES (WITH 3 REMOVED AT UNIT J) AND 37 FOR THE REAR
BUILDING.
18. PER SECTION 19.1-27(E), LANDSCAPE PLANS SHALL BE
CERTIFIED BY A STATE OF VIRGINIA REGISTERED LANDSCAPE
ARCHITECT, NURSERYMAN OR LANDSCAPE DESIGNER. THE COUNTY CA
NOT REVIEW THE LANDSCAPE PLAN UNTIL IT IS CERTIFIED PER
THIS REQUIREMENT.
19. INDICATE WITH ANNOTATION AT THE SETBACK LINE THAT
PERIMETER LANDSCAPE TREATMENT K IS PROVIDED WITHIN THE HUL
STREET SETBACK. ALSO PROVIDE A TABULAR CALCULATION SHOWING
THE LENGTH OF FRONTAGE AND THE LANDSCAPE K REQUIREMENT
CONSISTING OF 1 LARGE TREE PER 40 LINEAR FEET OF FRONTAGE
WITH SHRUBS PROVIDED. 19.1-385.A AND 19.1-251.B
20. 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 AGREEMENT FROM A REPUTABLE LANDSCAPE COMPANY
WITH DOCUMENTATION PROVIDED TO THE PLANNING DEPARTMENT.
21. ADJUST THE LANDSCAPE BETWEEN THE BUILDING AND WAYSIDE
DRIVE TO MATCH THE SKETCH PROVIDED BY PLANNING DATED
07/25/16. EVERGREEN SHRUBS SHOULD BE PLACED IN CONTINUOUS
ROWS AGAINST THE BUILDING VS. RANDOM PLACEMENT. THE SKETCH
CAN BE PROVIDED AGAIN IF NEEDED.
22. SHOW A CONTINUOUS ROWS OF DWARF BURFORD HOLLIES AT THE
HULL STREET ROAD FRONTAGE. REFER TO THE 07/25/16 LANDSCAPE
SKETCH FOR PLACEMENT OF SHRUBS.
23. USE TREE SYMBOLS THAT MORE ACCURATELY REFLECT THE
CANOPY OF TREES. A SEPARATE LANDSCAPE PLAN MAY BE NEEDED
FOR CLARITY.
24. SOME TREES ARE SHOWN IN PAVEMENT AND OVER UTILITY
LINES. RED MAPLES AND ZELKOVAS ARE TO BE PLANTED A MINIMUM
OF 4 FEET FROM THE EDGE OF PAVING OR CURB AND 8 FEET FROM
UTILITY LINES.
25. PROVIDE STANDARD COUNTY LANDSCAPE NOTES ON THE
LANDSCAPE PLAN. NOTES CAN BE PROVIDED BY THE PLANNING
DEPARTMENT UPON REQUEST.
26. 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
27. MAINTENANCE GUARANTEE: PRIOR TO RECEIVING AN OCCUPANCY
PERMIT, THE APPLICANT SHALL PROVIDE A LETTER OF GUARANTEE
(COUNTY FORMAT) TO INSURE REPLACEMENT OF UNHEALTHY, DYING,
DEAD OR POLLARDED LANDSCAPING WITHIN THE FIRST YEAR OF
INSTALLATION. 19.1-248.B
28. PROVIDE 2 COPIES OF COLOR ELEVATIONS OF THE BUILDINGS
WITH ALL BUILDING MATERIALS AND COLORS IDENTIFIED,
LOCATIONS OF JUNCTION AND ACCESS BOXES SHOWN, AND HOW ALL
MECHANICAL EQUIPMENT IS SCREENED WHETHER IT IS MOUNTED ON
THE ROOF OR ON THE GROUND. 19.1-27.F
29. ON THE DUMPSTER ENCLOSURE DETAIL SHOW THAT TREATED WOO
IS TO BE PAINTED TO MATCH THE BUILDING COLOR. VINYL FENCIN
MATERIAL OR COMPOSITE WOOD COMPATIBLE WITH THE BUILDING
COLOR CAN ALSO BE ACCEPTED.
30. LIMITS ON USABLE BUILDING AREA: WITH THE 100 PARKING
SPACES TO BE PROVIDED BY THIS PLAN FOR THE FRONT COMMERCIA
CENTER BUILDING, A MAXIMUM OF 22,727 SQ. FT. OF THE
BUILDING AREA (TOTAL IS 32,753 SQ. FT.) MAY BE UTILIZED
(4.4 SPACES / 1000 SF). LABEL THE BUILDING AREA ABOVE
22,727 SQ.FT. WITH A NOTE THAT STATES "NO STORAGE, BUILDIN
USE OR TENANT UPGRADES SHALL BE MADE IN THIS AREA UNTIL A
PARKING EXCEPTION IS GRANTED BY THE BOARD OF SUPERVISORS".
BUILDING PERMITS WITHIN THIS AREA WILL NOT BE ISSUED UNTIL
A ZONING EXCEPTION IS GRANTED. YOU MAY FILE FOR THE ZONING
EXCEPTION REQUEST WITH THE PLANNING DEPARTMENT.
31. REQUIRED APPROVALS PRIOR TO RELEASE OF ANY BUILDING
PERMITS:
A. SITE PLAN APPROVAL FOR UP TO 22,727 SQ. FT. OF BUILDING
AREA AND APPROVAL OF A LAND DISTURBANCE PERMIT MUST BE
ISSUED PRIOR TO THE PLANNING DEPARTMENT APPROVAL FOR ANY
BUILDING PERMITS.
B. UPGRADES TO THE FRONT OF THE BUILDING ARE TO BE REVIEWE
AND APPROVED WITH THE SITE PLAN FOR APPROVAL.
32. REQUIREMENTS FOR OCCUPANCY PERMITS:
A. ALL SITE WORK PER THIS SITE PLAN SHALL BE COMPLETED
PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMITS.
B. OCCUPANCY PERMITS MAY NOT BE ISSUED PRIOR TO COMPLETION
OF THE APPROVED EXTERIOR BUILDING UPGRADES.
**********************************************************
.
REVIEW DEPARTMENT---------PLANNING
REVIEWER / PHONE #--------CHRIS HALE / (804) 717-6042
NAME OF PLAN--------------HULL STREET CENTER
SITE PLAN NUMBER----------16PR0181
ADDRESS-------------------7225 HULL STREET ROAD
LATEST PLAN DATE----------06/05/17
DEPT. REC'D. DATE---------06/08/17
SUBMITTAL NUMBER----------3
REVIEW DATE---------------07/05/17
RECOMMENDATION------------REVISIONS REQUIRED
TABLE REVIEW--------------NO
PLAT PROCESSING-----------NO
LANDSCAPE PLAN STATUS-----SUBMITTED
ARCHITECTURAL ELEVATIONS--SUBMITTED
LIGHTING PLAN/CUTSHEETS---NOT SUBMITTED
IRRIGATION/HOSEBIB PLAN---SUBMITTED
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A
COMPLETE RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE
PLANNING DEPARTMENT. BELOW EACH COMMENT DESCRIBE HOW YOU
HAVE ADDRESSED EACH REVIEW COMMENT. INDICATE WHICH SHEETS
SHOW THE REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO
DESCRIBE ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF
REVIEW COMMENTS.
2. FILL IN THE PLAN DATE IN THE TITLE BLOCK ON THE COVER
SHEET.
3. SHOW THE EXISTING SIGN WHERE INDICATED ON THE PARKING
PLAN AND LANDSCAPE PLAN.
4. PROPERTY CORNER CIRCLE SYMBOLS WITH NORTHING/EASTING
LABELS DO NOT ALIGN WITH THE PROPERTY BOUNDARY LINE AT ALL
CORNERS. CORRECT THE PLACEMENT OF LINES AND SYMBOLS.
CONNECT THE LEADER LINE TO THE NORTHEAST CORNER SYMBOL.
5. THE TERM 'STOPPING DISTANCE' IS NOT CLEAR WHERE SITE
DISTANCE LINES ARE SHOWN ON WAYSIDE DRIVE. ONLY SIGHT
DISTANCE LINES ARE REQUIRED. AVOID OVERLAPPING TEXT SO THA
SIGHT DISTANCES ARE LEGIBLE ON ALL PLANS WHERE SHOWN.
6. SHOW ALL SIGHT DISTANCE LINES INCLUDING WAYSIDE DRIVE O
THE LANDSCAPE PLAN.
7. SHOW AND LABEL THE PARKING SETBACK ALONG TH WAYSIDE
DRIVE FRONTAGE.
8. PROVIDE A DETAIL FOR THE CONCRETE PARKING BUMPER BLOCKS
9. SHOW ALL UTILITIES INCLUDING THE PROPOSED WATER LINE ON
THE LANDSCAPE PLAN.
10. THE CORRECT NUMBER OF PROPOSED SPACES IS PROVIDED IN
THE PARKING CALCULATIONS. IN THE CALCULATIONS, SHOW ONLY
THE 144 REQUIRED AND 100 PROVIDED FOR THE FRONT AREA. DO
NOT LIST THE 25 SPACE REDUCTION, THE 119 REQUIRED, OR THE
89 REQUIRED.
11. TREES AND SHRUBS PROPOSED WITHIN THE RIGHT-OF-WAY WILL
REQUIRE A SEPARATE PERMIT AND APPROVAL FROM VDOT.
12. SHOW FULL CANOPY SYMBOLS ON ALL RED MAPLES.
13. REMOVE ZELKOVAS FROM THE PLANT SCHEDULE IF THEY ARE NO
PROPOSED ON THE PLAN.
14. PER SECTION 19.1-27(E), LANDSCAPE PLANS SHALL BE
CERTIFIED BY A STATE OF VIRGINIA REGISTERED LANDSCAPE
ARCHITECT, NURSERYMAN OR LANDSCAPE DESIGNER. THE COUNTY CA
NOT REVIEW THE LANDSCAPE PLAN UNTIL IT IS CERTIFIED PER
THIS REQUIREMENT.
15. 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
16. MAINTENANCE GUARANTEE: PRIOR TO RECEIVING AN OCCUPANCY
PERMIT, THE APPLICANT SHALL PROVIDE A LETTER OF GUARANTEE
(COUNTY FORMAT) TO INSURE REPLACEMENT OF UNHEALTHY, DYING,
DEAD OR POLLARDED LANDSCAPING WITHIN THE FIRST YEAR OF
INSTALLATION. 19.1-248.B
17. ARCHITECTURAL ELEVATIONS HAVE BEEN PROVIDED. INCLUDE
GENERAL COLOR INFORMATION FOR ALL SIDING AND ROOF
MATERIALS. ACTUAL COLOR SPECIFICATIONS WILL BE REQUIRED AT
THE TIME OF BUILDING PERMIT REVIEW.
18. INFORMATIONAL COMMENT, FROM PREVIOUS REVIEW:
LIMITS ON USABLE BUILDING AREA: WITH THE 100 PARKING
SPACES TO BE PROVIDED BY THIS PLAN FOR THE FRONT COMMERCIA
CENTER BUILDING, A MAXIMUM OF 22,727 SQ. FT. OF THE
BUILDING AREA (TOTAL IS 32,753 SQ. FT.) MAY BE UTILIZED
(4.4 SPACES / 1000 SF). NO STORAGE, BUILDING USE OR TENANT
UPGRADES SHALL BE MADE IN THIS AREA UNTIL A PARKING
EXCEPTION IS GRANTED BY THE BOARD OF SUPERVISORS. BUILDING
PERMITS WITHIN THIS AREA WILL NOT BE ISSUED UNTIL A ZONING
EXCEPTION IS GRANTED. YOU MAY FILE FOR THE ZONING EXCEPTIO
REQUEST WITH THE PLANNING DEPARTMENT.
REQUIRED APPROVALS PRIOR TO RELEASE OF ANY BUILDING
PERMITS:
A. SITE PLAN APPROVAL FOR UP TO 22,727 SQ. FT. OF BUILDING
AREA AND APPROVAL OF A LAND DISTURBANCE PERMIT MUST BE
ISSUED PRIOR TO THE PLANNING DEPARTMENT APPROVAL FOR ANY
BUILDING PERMITS.
B. UPGRADES TO THE FRONT OF THE BUILDING ARE TO BE REVIEWE
AND APPROVED WITH THE SITE PLAN FOR APPROVAL.
REQUIREMENTS FOR OCCUPANCY PERMITS:
A. ALL SITE WORK PER THIS SITE PLAN SHALL BE COMPLETED
PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMITS.
B. OCCUPANCY PERMITS MAY NOT BE ISSUED PRIOR TO COMPLETION
OF THE APPROVED EXTERIOR BUILDING UPGRADES.
**********************************************************
REVIEW DEPARTMENT---------PLANNING
REVIEWER / PHONE #--------CHRIS HALE / (804) 717-6042
NAME OF PLAN--------------HULL STREET CENTER
SITE PLAN NUMBER----------16PR0181
ADDRESS-------------------7225 HULL STREET ROAD
LATEST PLAN DATE----------08/22/17
DEPT. REC'D. DATE---------08/30/17
SUBMITTAL NUMBER----------4
REVIEW DATE---------------09/13/17
RECOMMENDATION------------REVISIONS REQUIRED
TABLE REVIEW--------------YES
PLAT PROCESSING-----------NO
LANDSCAPE PLAN STATUS-----SUBMITTED
ARCHITECTURAL ELEVATIONS--APPROVED
LIGHTING PLAN/CUTSHEETS---NOT SUBMITTED
IRRIGATION/HOSEBIB PLAN---APPROVED
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A
COMPLETE RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE
PLANNING DEPARTMENT. BELOW EACH COMMENT DESCRIBE HOW YOU
HAVE ADDRESSED EACH REVIEW COMMENT. INDICATE WHICH SHEETS
SHOW THE REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO
DESCRIBE ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF
REVIEW COMMENTS.
2. SHOW THE EXISTING SIGN WHERE INDICATED ON THE PARKING
PLAN.
3. ONLY SHOW ONE LINE OF SIGHT LINE AT THE HULL STREET EXI
ON THE LANDSCAPE PLAN.
4. ON THE BUMPER BLOCK DETAIL, INDICATE THE MATERIAL AS
CONCRETE.
5. LARGE MATURING TREES MUST BE LOCATED A MINIMUM OF 8 FEE
FROM WATER LINES. THERE IS A CONFLICT WITH THE LINDEN AS
SHOWN.
6. FOR PERIMETER LANDSCAPE CALCULATIONS IN THE FRONT
SETBACK, THE 185 FOOT PROPERTY LINE PARALLEL TO HULL STREE
ROAD MAY BE USED. USING THIS LENGTH WITH LANDSCAPE
TREATMENT K WOULD REQUIRE 5 LARGE MATURING DECIDUOUS TREES
ELIMINATING THE 6TH LINDEN THAT IS CURRENTLY CONFLICTING
WITH THE WATER LINE.
7. IN THE FRONT SETBACK, SPACE THE FOUR LINDENS TO BE
LOCATED IN THE IN THE LARGE ISLAND EVENLY.
8. TREES AND SHRUBS PROPOSED WITHIN THE RIGHT-OF-WAY WILL
REQUIRE A SEPARATE PERMIT AND APPROVAL FROM VDOT.
9. PROVIDE STANDARD COUNTY LANDSCAPE NOTES ON THE LANDSCAP
PLAN. NOTES CAN BE PROVIDED BY THE PLANNING DEPARTMENT UPO
REQUEST.
10. 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
11. MAINTENANCE GUARANTEE: PRIOR TO RECEIVING AN OCCUPANCY
PERMIT, THE APPLICANT SHALL PROVIDE A LETTER OF GUARANTEE
(COUNTY FORMAT) TO INSURE REPLACEMENT OF UNHEALTHY, DYING,
DEAD OR POLLARDED LANDSCAPING WITHIN THE FIRST YEAR OF
INSTALLATION. 19.1-248.B
12. LIMITS ON USABLE BUILDING AREA:
WITH THE 100 PARKING SPACES TO BE PROVIDED BY THIS PLAN FO
THE FRONT COMMERCIAL CENTER BUILDING, A MAXIMUM OF 22,727
SQ. FT. OF THE BUILDING AREA MAY BE UTILIZED (4.4 SPACES /
1000 SF). TOTAL BUILDING AREA IS 32,753 SQ. FT.
IN THE BUILDING AREA ABOVE 22,727 SQ. FT - NO STORAGE,
BUILDING USE OR TENANT UPGRADES SHALL BE MADE IN THIS AREA
UNTIL A PARKING EXCEPTION IS GRANTED BY THE BOARD OF
SUPERVISORS. BUILDING PERMITS WITHIN THIS AREA WILL NOT BE
ISSUED UNTIL A ZONING EXCEPTION IS GRANTED. YOU MAY FILE
FOR THE ZONING EXCEPTION REQUEST WITH THE PLANNING
DEPARTMENT.
REQUIRED PRIOR TO RELEASE OF ANY BUILDING PERMITS:
A. SITE PLAN APPROVAL FOR UP TO 22,727 SQ. FT. OF BUILDING
AREA AND APPROVAL OF A LAND DISTURBANCE PERMIT MUST BE
ISSUED PRIOR TO THE PLANNING DEPARTMENT APPROVAL FOR ANY
BUILDING PERMITS.
B. UPGRADES TO THE FRONT OF THE BUILDING ARE TO BE REVIEWE
AND APPROVED WITH THE SITE PLAN FOR APPROVAL.
C. SUBMIT THE APPLICATION THROUGH ZONING FOR THE EXCEPTION
TO THE PARKING QUANTITY REQUIREMENT.
REQUIREMENTS FOR OCCUPANCY PERMITS:
A. ALL SITE WORK PER THIS SITE PLAN SHALL BE COMPLETED
PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMITS.
B. OCCUPANCY PERMITS MAY NOT BE ISSUED PRIOR TO COMPLETION
OF THE APPROVED EXTERIOR BUILDING UPGRADES.
**********************************************************
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : HULL STREET CENTER
PLAN NO. : 16PR0181
ADDRESS :
LATEST PLAN DATE : 4/20/15
RECEIVED DATE : 12/17/15
SUBMITTAL NUMBER : 1
REVIEW DATE : 1/4/16
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: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : HULL STREET CENTER
CASE NUMBER : 16PR0181
LATEST PLAN DATE : 2/1/17
RECEIVED DATE : 2/20/17
SUBMITTAL NUMBER : 2
REVIEW DATE : 3/8/17
ADDRESS : 7225 HULL STREET RD
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. BEARINGS SHOWN ARE NOT NAD83 BEARINGS AS THEY EXIST
ON ANOTHER PLAT THAT WAS RECORDED PRIOR TO THAT
CONVERSION. ADJUST BEARINGS TO NAD83.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : HULL STREET CENTER
CASE NUMBER : 16PR0181
LATEST PLAN DATE : 6/5/17
RECEIVED DATE : 6/13/17
SUBMITTAL NUMBER : 3
REVIEW DATE : 6/29/17
ADDRESS : 7225 HULL STREET RD
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. BEARINGS ON C-1 AND C-2 WERE TAKEN FROM DB 908 PG 697
RECORDED 2/28/68, PRIOR TO NAD83 CONVERSION. ADJUST
BEARINGS TO NAD83.
2. COORDINATE POINTS BASED ON THE VIRGINIA STATE PLANE
COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM
1983 ARE SHOWN BUT ARE NOT LOCATED ON THE PARCEL
BOUNDARY. PLEASE ADJUST THE COORDINATE VALUES SO THAT
THEY ARE SHOWN ON THE PARCEL BOUNDARY.
3. SOUTHERN BOUNDARY BEARING ON C-1 AND C-2 AREN'T THE
SAME. WHICH IS THE CORRECT BEARING?
4. THE PLAN INDICATES THREE AREAS LABELED F. IS THIS
ONE UNIT OR THREE SEPARATE UNITS? IF THEY ARE THREE
SEPARATE UNITS, THEY ALL CAN'T HAVE THE SAME LETTER.
THEY HAVE TO HAVE DIFFERENT LETTERS.
5. SHOW UNIT H ON C-1.
6. INDICATE WHAT RR IS IN THE TENANT SCHEDULE ON C-1
AND C-2.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON (N) 768-7549
PROJECT NAME : HULL STREET CENTER
CASE NUMBER : 16PR0181
LATEST PLAN DATE : 8/22/17
RECEIVED DATE : 8/30/17
SUBMITTAL NUMBER : 4
REVIEW DATE : 9/18/17
ADDRESS : 7225 HULL STREET RD
STATUS : APPROVED
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON (N) 768-7549
PROJECT NAME : HULL STREET CENTER
CASE NUMBER : 16PR0181
LATEST PLAN DATE : 10/31/17
RECEIVED DATE : 11/8/17
SUBMITTAL NUMBER : 5
REVIEW DATE : 11/16/17
ADDRESS : 7225 HULL STREET RD
STATUS : APPROVED
==========================================================
==========================================================
DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: NANCY PARKER
PHONE NUMBER: 751-4319
CASE NUMBER: 16PR0181
NAME OF PLAN:HULL STREET CENTER
ADDRESS: 7225 HULL STREET RD
DATE OF REVIEW:1/4/16 REVIEW # 1
STATUS: HOUSE NUMBERING NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS
CONCERNING THE COMMENTS BELOW.
1) ADDRESSING IN THIS BUILDING HAS BEEN PROBLEMATIC IN THE
PAST. THE PLAN INDICATES THREE UNITS LABELED F AND NO UNI
LABELED H. PLEASE VERIFY THE LOCATION OF ALL OF THE UNITS
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: HULL STREET CENTER
SITE PLAN NUMBER: 16PR0181
ADDRESS: 7225 HULL STREET ROAD
LATEST PLAN DATE: 10/20/15
DEPT. REC'D. DATE: 12/17/15
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 12/17/15
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE 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: HULL STREET CENTER
SITE PLAN NUMBER: 16PR0181
ADDRESS: 7225 HULL STREET ROAD
LATEST PLAN DATE: 2/1/17
DEPT. REC'D. DATE: 2/17/17
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 3/6/17
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. SHOW THE FIRE HYDRANT LOCATED AT THE INTERSECTION OF
HULL STREET ROAD AND WAYSIDE DRIVE ON A UTILITY PLAN.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: HULL STREET CENTER
SITE PLAN NUMBER: 16PR0181
ADDRESS: 7225 HULL STREET ROAD
LATEST PLAN DATE: 6/5/17
DEPT. REC'D. DATE: 6/12/17
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 6/15/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: HULL STREET CENTER
SITE PLAN NUMBER: 16PR0181
ADDRESS: 7225 HULL STREET ROAD
LATEST PLAN DATE: 8/22/17
DEPT. REC'D. DATE: 9/1/17
SUBMITTAL NUMBER: 4TH REVIEW
REVIEW DATE: 9/8/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: HULL STREET CENTER
SITE PLAN NUMBER: 16PR0181
ADDRESS: 7225 HULL STREET ROAD
LATEST PLAN DATE: 8/22/17
DEPT. REC'D. DATE: 11/8/17
SUBMITTAL NUMBER: 5TH REVIEW
REVIEW DATE: 11/13/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : CATHY HILL, P.E. / 768-7836
NAME OF PLAN : HULL STREET CENTER
ADDRESS : 7225 HULL STREET ROAD
SITE PLAN NO. : 16PR0181
LATEST PLAN DATE : 10/20/2015
DEPT. REC'D DATE : 12/17/2015
SUBMITTAL NUMBER : 1
REVIEW DATE : 01/12/2016
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : NO
A CURSORY REVIEW HAS BEEN PERFORMED DUE TO THE LACK OF
FIELD INFORMATION AND CALCULATIONS PROVIDED.
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL
FEATURES INCLUDING BUT NOT LIMITED TO WETLANDS,
SURFACE WATERS (E.G. VSMP PERMIT FOR CONSTRUCTION
SITES, GROUND WATER AND AIR QUALITY) FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITY. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. EFFECTIVE JULY 1, 2014, ENFORCEMENT OF THE VIRGINIA
STORMWATER REGULATIONS BECAME THE RESPONSIBILITY OF
THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS ALSO BECAME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT
OBTAINED A VSMP PERMIT PRIOR TO JULY 1, 2014 MAY
USE THE STORMWATER MANAGEMENT CRITERIA SPECIFIED
IN PART II C (9VAC25-870-93 ET SEQ) FOR TWO PERMIT
CYCLES. PROJECTS GRANDFATHERED UNDER THE PROVISIONS
OF 9VAC25-870-48 MAY FOLLOW THE REQUIREMENTS LISTED
UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER NEW
DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
03. PROVIDE THE FOLLOWING INFORMATION ON THE COVER SHEET:
A. LATITUDE AND LONGITUDE FOR THE PROJECT SITE (IN
DEGREES, MINUTES, SECONDS, TO THE NEAREST 15 SECONDS)
B. NAME OF RECEIVING CHANNEL/WATERS
C. VAHU6 FOUR DIGIT WATERSHED CODE
04. THE BENCHMARK APPEARS TO BE LOCATED WITHIN THE LIMITS
OF A BUILDING. CLARIFY THE LOCATION OF THE BENCHMARK
AND ENSURE THAT IT IS SHOWN WITH REFERENCE TO MEAN SEA
LEVEL. (CL-GENERAL 11)
05. IT APPEARS THAT THE EXISTING LOADING DOCK ADJACENT TO
THE AUTO REPAIR WAREHOUSE IS TO BE FILLED. INDICATE
ITS CURRENT LOCATION AND SHOW THE LIMITS OF FILL AND
PROPOSED GRADES. IF FILL IS TO BE OBTAINED OFF-SITE,
AN EC PLAN FOR THE OFF-SITE BORROW AREA MAY BE
REQUIRED.
06. EXISTING AND PROPOSED GRADING CONTOURS MUST
BE PROVIDED ON THE PLAN AND MUST HAVE THEIR
ELEVATIONS CLEARLY LABELED. (CL-G&D 2)
07. 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)
08. THE PROPOSED RIP-RAP LINED CHANNELS MUST SPECIFY A
MINIMUM OF 24" OF VDOT CL.I RIP-RAP PLACED OVER A
LAYER OF FILTER CLOTH. (CL-G&D 4)
09. IN THE ABSENCE OF A DETAILED SOILS REPORT, THE
MAXIMUM VELOCITY ALLOWABLE ON BARE EARTH IS 3.5 FPS.
VELOCITIES 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-G&D 5)
10. ALL ROOF WATER AND DOWNDRAINS MUST BE COLLECTED AND
DISCHARGED IN A NON-ERODIBLE MANNER. (CL-G&D 6)
11. UNLESS FUTURE EXTENSION IS SHOWN, AN ENDWALL IS
REQUIRED ON THE OUTLET END. (CL)
12. A VDOT STANDARD ENDWALL IS REQUIRED ON ALL
MULTI-LINE STRUCTURES, STRUCTURES WITH DIAMETERS
30" AND LARGER, AND WHEN THE STRUCTURE IS PROPOSED
ON A SLOPE OF 15% OR GREATER. (CL-G&D 7)
13. CALCULATIONS MUST BE SUBMITTED TO SUPPORT THE DESIGN O
ALL PROPOSED CULVERTS, OPEN DITCHES, DROP INLETS, AND
STORM SEWERS ON VDOT STANDARD CALCULATION SHEETS.
(CL-G&D 11)
14. HYDRAULIC GRADE LINE CALCULATIONS ARE REQUIRED TO
SUPPORT THE DESIGN OF ALL PROPOSED STORM SEWERS.
(CL-G&D 12)
15. PROFILES MUST BE SHOWN FOR ALL PROPOSED STORM SEWERS
AND OUTFALL CHANNELS. (CL-G&D 13)
16. 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)
17. INVERT ELEVATIONS MUST BE SHOWN FOR ALL DRAINAGE
STRUCTURES. (CL-G&D 15)
18. THE THROAT LENGTH FOR ALL CURB DROP INLETS MUST BE
SHOWN. (CL-G&D 16)
19. 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)
20. 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)
21. 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)
22. STEPS STD. ST-1 MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION OF ANY STRUCTURE OVER 4 FEET IN
HEIGHT. (CL-G&D 20)
23. SAFETY SLABS (STD. SL-1) MUST BE SPECIFIED IN THE
TABULAR DRAINAGE DESCRIPTION OF ANY STRUCTURE OVER
12 FEET IN HEIGHT.
24. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE
INTO A CONCRETE STRUCTURE. (CL-G&D 21)
25. TOP OF CURB ELEVATIONS MUST BE SHOWN AT THE NOSE OF AL
RADIAL CURB AND AT ALL APPRECIABLE BREAKS IN HORIZONTA
OR VERTICAL ALIGNMENT. (CL-G&D 22)
26. 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)
27. THE SYMBOL USED FOR DRY GUTTER ON THE PLAN VIEW MUST B
SHOWN ADJACENT TO THE DETAIL FOR ITS CONSTRUCTION.
(CL-G&D 24)
28. A DETAIL MUST BE SHOWN ON THE PLANS WHICH DEMONSTRATES
THE ABILITY TO OBTAIN A MINIMUM OF 2' OF HORIZONTAL
BACKFILL BEHIND THE CURBING AND DROP INLETS PRIOR TO
BEGINNING A BACKSLOPE WHICH CANNOT EXCEED 1.5 : 1
WITHOUT ENCROACHING ONTO ANY ADJACENT PROPERTY. THE
DETAIL MUST BE TO SCALE. (CL-G&D 25)
29. ALL EXISTING AND PROPOSED DRAINAGE EASEMENTS MUST BE
SHOWN. (CL-G&D 27)
30. THE DEED BOOK AND PAGE NUMBER OF ALL EXISTING DRAINAGE
EASEMENTS MUST BE SHOWN ON THE PLAN. (CL-G&D 28)
31. DRAINAGE EASEMENTS MUST BE SHOWN ALONG ANY STORMWATER
CONVEYANCE SYSTEM WHICH RECEIVES RUNOFF FROM OFFSITE,
FROM A PUBLIC RIGHT OF WAY OR REQUIRES IMPROVEMENTS ON
A DOWNSTREAM PROPERTY OWNER. (CL-G&D 29)
32. A SEPARATE PLAN SHEET MUST BE ADDED WHICH ONLY SHOWS
ALL PROPOSED EASEMENTS AND RIGHT OF WAY TO BE
DEDICATED. METES AND BOUNDS MUST BE PROVIDED.
(CL-G&D 30)
33. IF PHASING IS DESIRED, PHASE LINES MUST BE SHOWN AND
A PHASED EROSION CONTROL PLAN AND NARRATIVE MUST BE
PROVIDED. (CL-G&D 31)
34. BITUMINOUS CURBING (STD. MC-3A) IS REQUIRED ALONG THE
EDGE OF PAVEMENT SEPARATING THE DIFFERENT PHASES OF TH
PROJECT. (CL-G&D 32)
35. ALL AREAS OF PROPOSED PAVEMENT MUST BE STIPPLED.
(CL-G&D 33)
36. THE RADIUS OF ALL RADIAL CURBING MUST BE SHOWN.
(CL-G&D 35)
37. UNLESS A VPDES PERMIT IS OBTAINED FROM DEQ, THE CARWAS
MUST BE CONNECTED TO THE SANITARY SEWER. (CL-G&D 36)
38. APPROVAL OF THE SITE PLAN BY THE PRIVATE UTILITY
COMPANY IN RELATION TO ITS EASEMENT AND FACILITIES
THEREIN MUST BE PROVIDED PRIOR TO SITE PLAN APPROVAL.
THIS APPLIES TO THE GAS EASEMENT ALONG THE WESTERN SID
OF THE PROPERTY.
39. THE EROSION CONTROL PLAN AND SEQUENCE/NARRATIVE MUST B
DIVIDED INTO A MINIMUM OF TWO PHASES.
PHASE I SHALL SHOW THE MINIMAL AMOUNT OF CLEARING TO
INCLUDE DIMENSIONS FOR CONSTRUCTION OF ALL PERIMETER-
CONTROL DEVICES, AND STRATEGICALLY PLACED SEDIMENT
TRAPS AND BASINS, ASSOCIATED DIVERSIONS AND DIVERSION
DIKES, AND SPOIL AND BORROW AREAS FOR THE INSTALLATION
OF EROSION CONTROL MEASURES.
PHASE II WILL INCLUDE ALL REMAINING CLEARING, GRADING,
AND INSTALLATION OF REMAINING EROSION CONTROL DEVICES,
INSTALLATION OF TEMPORARY AND PERMANENT IMPROVEMENTS,
AND TEMPORARY AND PERMANENT SEEDING AND STABILIZATION.
(CL-EC 1)
40. A DETAILED SEQUENCE OF CONSTRUCTION IS REQUIRED WHICH
COORDINATES THE INSTALLATION AND REMOVAL OF THE
EROSION AND SEDIMENT CONTROL MEASURES WITH CONSTRUCTIO
OF THE REMAINDER OF THE PROJECT. (CL-EC 3)
41. A NOTE MUST BE ADDED TO THE SEQUENCE OF CONSTRUCTION
STATING THAT THE VSMP CONSTRUCTION ACTIVITY OPERATOR
AND THE ENVIRONMENTAL INSPECTOR (OR AUTHORIZED
REPRESENTATIVE) MUST ATTEND THE PRE-CONSTRUCTION
MEETING.
42. STEPS MUST BE INCLUDED IN THE SEQUENCE OF CONSTRUCTION
EVENTS FOR INSTALLATION OF STORM SEWER, DROP INLETS,
INLET PROTECTION, CURB & GUTTER, AND BUILDING
CONSTRUCTION. (CL-EC 6)
43. THE CONSTRUCTION ENTRANCE MUST BE GRAPHICALLY SHOWN ON
THE PLANS AND CONSTRUCTED AS WIDE AS THE PROPOSED
PERMANENT ENTRANCE. (CL-EC 9)
44. EROSION CONTROL MEASURES MUST BE PROVIDED FOR THE
PROJECT FOR THE INITIAL CLEARING, GRUBBING AND GRADING
OPERATIONS. THE DRAINAGE AREAS MUST BE OUTLINED FOR
EACH PHASE AND THE SEDIMENT TRAPPING FACILITIES
DESIGNED ON THE WORST CASE SCENARIO. (CL-EC 10)
45. 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)
46. A DETAIL MUST BE SHOWN ON THE PLANS FOR EACH STRUCTURA
EROSION CONTROL MEASURE. DETAILS CAN BE FOUND IN
CHAPTER III OF THE VIRGINIA EROSION & SEDIMENT CONTROL
HANDBOOK. (CL-EC 21)
47. REVISE NOTE 11 UNDER "EROSION CONTROL NOTES" ON SHEET
C-4 TO REFERENCE VIRGINIA REGULATION 9 VAC 25-840-40.
(CL-EC 18)
48. TABLE 3.31-B AND TABLE 3.32-D, FOUND IN THE CURRENT
EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK, MUST BE PROVIDED ON THE EROSION CONTROL PLAN
SHEETS. (CL-EC 26)
49. THE EXACT LIMITS OF LAND DISTURBANCE MUST BE SHOWN.
(CL-EC 27)
50. INLET PROTECTION (STD. & SPEC. # 3.07) IS REQUIRED FOR
ALL DROP INLETS. (CL-EC 33)
51. THE DETAIL SHOWN FOR CURB INLET PROTECTION MUST BE
CHANGED TO THE ONE SHOWN ON PLATE 3.07-8 OF STANDARD
AND SPECIFICATION # 3.07. (CL-EC 34)
52. THE DETAIL SHOWN FOR GRATE INLET PROTECTION MUST BE
CHANGED TO THE ONE SHOWN ON PLATE 3.07-3 OF STANDARD
AND SPECIFICATION # 3.07. (CL-EC 35)
53. THE OFF-SITE UTILITY LINE(S) MUST BE SHOWN ON THE
EROSION CONTROL PLAN SHEETS WITH SILT FENCE ON THE
DOWNSTREAM SIDE. (CL-EC 38)
54. ANY SOIL STOCKPILE AREA MUST BE LOCATED ON THE PLANS.
SILT FENCE MUST BE PROVIDED AROUND THE PERIMETER.
(CL-EC 39)
55. BLANKET AND MATTING MUST BE SPECIFIED ON ALL EXPOSED
SLOPES 3:1 OR GREATER THAT ARE 5 FEET OR GREATER IN
HEIGHT.
56. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
A. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT. (CL-EC 42A)
B. 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.
C. 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)
D. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
SURETY FOR THE CONSTRUCTION OF THE PERMANENT BMP MUST
BE POSTED WITH ENVIRONMENTAL ENGINEERING. (COUNTY CODE
PART II, CHAPTER 8, SEC. 8-16)
E. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
F. A VDOT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT
PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT.
(CL-EC 42D)
57. THIS SITE MUST BE RESUBMITTED AND DESIGNED IN RELATION
TO THE CHESAPEAKE BAY CRITERIA IN ORDER FOR THE
ENGINEERING DEPARTMENT TO PROVIDE A COMPLETE REVIEW.
58. SHOW ON THE FIRST SHEET, USING A HIGHLY VISIBLE NOTE,
HOW COMPLIANCE WITH THE CHESAPEAKE BAY PRESERVATION
ORDINANCE HAS BEEN ACCOMPLISHED. THE NOTE MUST LIST
THE METHOD OF COMPLIANCE TO INCLUDE THE TYPE(S) OF BMP
IF AN OPT-OUT REPORT WAS PERFORMED, THE PERSON
PREPARING THE REPORT, THE DATE OF THE REPORT, AND THE
COUNTY APPROVAL DATE MUST BE SPECIFIED. (CL-CBPA 1)
59. A STORMWATER COMPLIANCE SHEET(S) IS REQUIRED FOR
PROJECTS UTILIZING PART IIB OF THE CURRENT VIRGINIA
STORMWATER REGULATIONS. THE FOLLOWING INFORMATION IS
REQUIRED TO BE SHOWN ON THE SHEET(S):
A. THE CHESTERFIELD COUNTY STORMWATER COMPLIANCE AND
STORMWATER OUTFALL TABLES (FOUND ON THE COUNTY'S
ENVIRONMENTAL ENGINEERING WEBPAGE, UNDER "DOCUMENTS AN
FORMS")
B. ENERGY BALANCE AND OUTFALL ANALYSIS FOR EACH OUTFALL
FOR THE PROJECT
C. DELINEATION OF THE SOIL TYPES (INCLUDE HYDROLOGIC SOIL
GROUP) AND THE THREE LAND COVER CONDITIONS
(FORESTED/OPEN SPACE, MANAGED TURF, IMPERVIOUS)
D. NATURAL VEGETATED AREA EASEMENTS FOR AREAS CLAIMED AS
FORESTED/OPEN SPACE IN THE VRRM SPREADSHEET, THAT ARE
NOT ENCOMPASSED BY A BMP EASEMENT, RPA OR WITHIN A
PLANNING BUFFER/TREE SAVE AREA
E. BMP SIZE, LOCATION, AND GRADING PLAN (1"=20')
F. BMP AND OUTLET STRUCTURE PROFILE AND DETAILS. THE
PROFILE MUST SPECIFY THE WATER QUALITY, 2 YEAR,
10 YEAR,AND 100 YEAR WATER SURFACE ELEVATIONS WITH
THEIR RESPECTIVE VOLUMES. (CL-CBPA 4F)
G. DETAILS AND SPECIFICATION FOR MANUFACTURED BMPS
H. INCREMENTAL DRAINAGE AREAS TO EACH BMP, AND THE LAND
COVER TYPES WITHIN EACH DRAINAGE AREA (CL-CBPA 4H)
I. DRAINAGE AREA MAP SHOWING:
1) DRAINAGE AREA(S) TO WHERE THE SITE OUTFALL(S) MEET
ENERGY BALANCE FOR THE CHANNEL PROTECTION ANALYSIS
AND WHERE THE SITE MEETS 10-YEAR POST TO 10-YEAR
PRE FOR FLOOD PROTECTION
2) WHERE THE SITE IS 1% OR LESS THAN THE ENTIRE
DRAINAGE AREA, OR;
3) WHERE THE UNATTENUATED FLOW IS 1% OR LESS THAN THE
FLOW AT THAT POINT, OR;
4) WHERE THE FLOW FROM THE SITE AND ITS DOWNSTREAM ARE
REACHES A NATURAL STORMWATER CONVEYANCE SYSTEM FOR
THE 2-YEAR STORM, AND WHERE THE FLOW FROM THE SITE
AND ITS DOWNSTREAM AREA REACHES A DOCUMENTED
FLOODPLAIN (COUNTY OR FEMA) FOR THE 10-YEAR STORM
J. PROVIDE CHANNEL AND FLOOD PROTECTION CALCULATIONS
K. PROPOSED EASEMENT LOCAITONS
L. ALL SWM/BMP AREAS THAT ARE TO UTILIZE RUNOFF REDUCTION
IN THE DESIGN SHALL BE PROTECTED FROM CONSTRUCTION
TRAFFIC FOR THE DURATION OF THE PROJECT. IF
CONSTRUCTION TRAFFIC IS TO IMPACT THE SWM/BMP AREA,
THEN COMPOST AMENDMENTS OR UNDERDRAINS SHALL BE USED.
THESE AREAS SHALL BE MARKED ON THE PLANS AND IN THE
FIELD TO PREVENT CONSTRUCTION TRAFFIC IMPACTS.
60. A MINIMUM 20' WIDE ACCESS EASEMENT MUST BE PROVIDED
FROM THE SWM/BMP EASEMENT TO A PUBLIC RIGHT-0F-WAY FOR
FUTURE MAINTENANCE. (CL-CBPA 15)
61. THE EASEMENT ENCLOSING THE BIORETENTION FACILITY MUST
BE LABELED "BIORETENTION BMP EASEMENT".
62. METES AND BOUNDS MUST BE PROVIDED ON THE PLAN SHEET FO
SWM/BMP EASEMENTS AND ACCESS EASEMENTS. (CL-CBPA 16)
63. A PROFILE VIEW MUST BE PROVIDED FOR THE SWM/BMP
FACILITY WHICH SHOWS ALL THE DETAIL CONSTRUCTION
INFORMATION WHICH WILL BE NECESSARY FOR ITS FUTURE
CERTIFICATION. (CL-CBPA 21)
64. THE REQUIRED STORAGE VOLUMES FOR WATER QUALITY AND
AND WATER QUANTITY MUST BE SHOWN ON THE PROFILE VIEW O
THE BASIN. (CL-CBPA 22)
65. THE 2, 10, AND 100 YEAR WATER SURFACE ELEVATIONS MUST
BE SHOWN FOR ALL SWM/BMP FACILITIES ON THE PLAN AND
PROFILE VIEWS. (CL-CBPA 24)
66. PERFORATIONS IN THE RISER MUST BE PRECAST, NOT FIELD
MADE. PLEASE ADD A NOTE TO THE RISER DETAIL.
(CL-CBPA 26)
67. ALL BARREL AND RISER ASSEMBLIES MUST BE "O-RING"
CONCRETE PIPE, NO SMALLER THAN 15 INCHES IN DIAMETER.
(CL-CBPA 29)
68. SEVERAL SOIL BORINGS MUST BE MADE WITHIN THE LIMITS OF
THE INFILTRATION TRENCH TO A DEPTH OF AT LEAST FIVE
FEET BELOW THE BOTTOM OF THE TRENCH. A PERCOLATION TES
MUST BE PERFORMED TO DETERMINE IF THE INFILTRATION RAT
OF THIS SOIL IS ACCEPTABLE. (CL-CBPA 40)
69. A MINIMUM OF TWO OBSERVATION WELLS ARE REQUIRED FOR TH
INFILTRATION TRENCH. (CL-CBPA 41)
70. PROVISIONS MUST BE MADE IN THE EROSION CONTROL
NARRATIVE FOR THE SWM/BMP FACILITY TO BE OBSERVED
BY A PROFESSIONAL ENGINEER DURING CONSTRUCTION. "AS
BUILT" INFORMATION WILL BE REQUIRED FOR FUTURE
CERTIFICATION OF THE FACILITY. CERTIFICATION IS
REQUIRED PRIOR TO RELEASE OF THE SWM/BMP PERFORMANCE
BOND AND ANY CERTIFICATE OF OCCUPANCY. (CL-CBPA 42)
IF NUTRIENT OFFSET CREDITS ARE PURCHASED FROM AN OFFSITE
FACILITY TO MEET WATER QUALITY REQUIREMENTS, THE FOLLOWING
COMMENTS APPLY:
71. PRIOR TO PLAN APPROVAL, DOCUMENTATION OF THE OWNER'S
ACQUISITION OF THE NONPOINT NUTRIENT OFFSETS MUST BE
PROVIDED IN A CERTIFICATION FROM THE OFFSET BROKER
DOCUMENTING THE NUMBER OF PHOSPHOROUS NONPOINT NUTRIEN
OFFSETS ACQUIRED AND THE ASSOCIATED RATIO OF NITROGEN
NONPOINT NUTRIENT OFFSETS AT THE OFFSET GENERATING
FACILITY.
72. NOTE THAT THE NONPOINT NUTRIENT OFFSETS USED FOR WATER
QUALITY COMPLIANCE MUST BE GENERATED IN THE SAME OR
ADJACENT EIGHT DIGIT HYDROLOGIC UNIT CODE AS DEFINED B
THE UNITED STATES GEOLOGICAL SURVEY AS THE SITE.
NONPOINT NUTRIENT OFFSETS OUTSIDE THE SAME OR ADJACENT
EIGHT DIGIT HYDROLOGIC UNIT CODE MAY ONLY BE USED IF I
IS DETERMINED THAT NO NONPOINT NUTRIENT OFFSETS ARE
AVAILABLE WITHIN THE SAME OR ADJACENT EIGHT DIGIT
HYDROLOGIC UNIT CODE. IN SUCH CASES, THE NONPOINT
NUTRIENT OFFSETS MUST BE GENERATED WITHIN THE SAME
TRIBUTARY. PROVIDE A HYDROLOGIC UNIT MAP SHOWING THE
LOCATION OF THE PROJECT AND THE OFFSET GENERATING
FACILITY.
73. THE CBPA COMPLIANCE NOTE MUST SPECIFY THE NUMBER OF
PHOSPHOROUS NONPOINT NUTRIENT OFFSETS ACQUIRED
AND THE NAME OF THE OFFSET GENERATING FACILITY.
74. 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.
75. 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.
76. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
77. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
78. 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)
79. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
80. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
SURETY FOR THE CONSTRUCTION OF THE PERMANENT BMP MUST
BE POSTED WITH ENVIRONMENTAL ENGINEERING. (COUNTY CODE
PART II, CHAPTER 8, SEC. 8-16)
81. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
82. THE RISER AND BARREL PIPE ASSOCIATED WITH THE SEDIMENT
BASIN MUST BE ON-SITE PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT.
83. 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.
84. 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.
85. 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
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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