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CASE NO: 17PR0185 STATUS: PENDING APPROVAL
PROJECT NAME: HERITAGE BAPTIST CHU - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 01 08/17/17 09/07/17 ******** ********
ENVIR.ENGR.-: 02 10/24/17 11/14/17 ******** 12/30/16 DLD 706-2031
FIRE DEPT.--: 02 10/24/17 11/14/17 COMPLETE 11/02/17 AWB 717-6167
MAPPING/GIS-: 02 10/24/17 11/14/17 COMPLETE 11/01/17 AMJ 768-7549
PLANNING----: 02 10/24/17 11/14/17 COMPLETE 11/08/17 SCP 751-4321
TRANSPORT.--: 02 10/24/17 11/14/17 COMPLETE 11/02/17 SJA 751-4461
UTIL.PLAN.--: 02 10/24/17 11/14/17 ******** ********
UTILITIES---: 02 10/24/17 11/14/17 AMENDED* 11/09/17 A U
UTIL.R.O.W.-: 02 10/24/17 11/14/17 ******** ********
VDOT--------: 02 10/24/17 11/14/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANNE URENDA/748-1343
NAME OF PLAN : HERITAGE BAPTIST CHURCH 2016 IMPROVEMEN
ADDRESS : 7777 COGBILL ROAD
SUBMISSION DATE : 12/7/16
PLAN DATED : 12/5/16
REVIEW DATE : 12/28/16
SITE PLAN NO. : 17PR0185
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
1. UTILITIES PROJECT NUMBER 16-0333 SHALL BE PLACED ON
THE LOWER RIGHT HAND CORNER OF EACH SHEET.
2. ADD UTILITIES CONTACT ANNE URENDA, P.E., 804-748-1343,
@CHESTERFIELD.GOV ON THE COVER SHEET.
3. PROVIDE A UTILITIES MATERIALS LIST ON THE COVER PAGE W
TITIES OF NEW UTILITY MATERIALS. LABEL WHETHER THE
4. ON DETAIL DES-2, CHANGE THE ELEVATION ON NOTE 4 TO 173
OR THE INSTALLATION OF PRVS.
5. LABEL THE SIZE OF THE EXISTING 1" METER.
6. SHOW EXISTING WATER LINES ON THE EXISTING CONDITIONS
PLAN. CLEARLY LABEL THE EXISTING SIZE, MATERIAL TYPE, AND
OUNTY PROJECT # ON ALL WATER LINES WITHIN THE PLAN VIEWPOR
I AM UNABLE TO CONFIRM THE EXISTENCE OF THE FIRE HYDRANT
ND DOUBLE CHECK ASSEMBLY. IF THESE ARE PROPOSED, THE NEW
INCH WATERLINE WILL LIKELY BE BORED UNDER COGBILL ROAD (UN
SS VDOT ALLOWS OPEN CUT INSTALLATION) AND CONNECTED TO THE
XISTING 12-INCH WATERLINE. THE NEW 2-INCH WATER METER SHO
D TAP THE PROPOSED 8-INCH WATERLINE AND INCLUDE A PRIVATE
Z BACKFLOW PREVENTER. IT IS PREFERRED THAT THE DOMESTIC W
ER METER BE LOCATED UPSTREAM OF THE DEDICATED FIRE HYDRANT
BOTH THE WATER METER AND DEDICATED FIRE HYDRANT MUST BE I
A PUBLIC EASEMENT
BEGINNING AT THE RIGHT-OF-WAY.
7. PROVIDE A PROFILE VIEW OF THE PROPOSED 8-INCH WATERLIN
UDE JOINT RESTRAINT CALCULATIONS WITH THE NEXT SUBMI
8. SHOW BENCHMARKS ON THE PLAN SHEETS.RESSURE OF 150 PSI A
ETY FACTOR OF 1.5.
9. ADD THE FOLLOWING DETAILS TO THE PLANS: CAS-4, FIR-3
7.
10. A CURRENT START POINT FLOW TEST IS REQUIRED FOR THIS
SITE AND THE INFORMATION PROVIDED MUST BE ADDED TO THE PLA
. PLEASE CONTACT TERRY MAPLES AT 804-751-4435 FOR MORE IN
RMATION.
11. ADD NOTE TO THE WATER METER SIZING FORM THAT THE NUMB
XTURES INCLUDES EXISTING AND PROPOSED FIXTURES. ADD
12. SEVERAL AREAS HAVE BEEN IDENTIFIED FOR LANDSCAPING.
IRRIGATION IS PROPOSED FOR THESE AREAS, PLEASE ADD IRRIGA
13. THIS SITE IS LOCATED IN A MANDATORY SEWER CONNECTION
EA. THE CLOSEST SEWER AVAILABLE FOR A GRAVITY CONNECTION
APPROXIMATELY 5,100 FEET AWAY. IF AN EXCEPTION TO USE OF
UTILITY SYSTEMS IS BEING CONSIDERED, A REQUEST MUST BE SUB
TTED TO THE PLANNING DEPARTMENT. SEE SECTION 18-61 OF THE
DE OF CHESTERFIELD FOR INFORMATION ABOUT THE EXCEPTION PRO
SS.
14. THE LOCAL HEALTH DEPARTMENT WILL NEED TO REVIEW THE E
DRAINFIELD CAPACITY TO ENSURE THAT IT CAN ACCOMMODAT
15. THERE ARE SEVERAL WELLS SHOWN ON THE PLANS. PLEASE A
E STATING WHETHER THESE WELLS ACTIVE OR ABANDONED AN
16. THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY F
TIVE. IF WELLS ARE TO BE ABANDONED, ADD A NOTE STATING TH
SHALL BE ABANDONED PER VDH REQUIREMENTS.
16. THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY UT
ITIES CONTRACT PRIOR TO THE START OF CONSTRUCTION. PRIOR
THE PREPARATION OF THE UTILITIES CONTRACT,
UTILITIES MUST BE IN RECEIPT OF THE "ACCEPTED" BID PROPOS
N THE DEVELOPER AND THE COUNTY APPROVED UTILITIES C
TRACTOR AS WELL AS THE PROJECT'S INFORMATIONAL SHEET FOUND
N THE "DEVELOPER'S CHECKLIST". PLEASE SEND THOSE TWO ITEMS
O THE ATTENTION OF ANNE URENDA (URENDAA@CHESTERFIELD.GOV).
HE BID PROPOSAL MUST BE BASED ON THE APPROVED SITE PLAN. B
ADVISED THAT IF THE SITE PLAN IS REVISED AND REAPPROVED SU
EQUENT TO THE PREPARATION OR RECORDATION OF THE UTILITIES
NTRACT, THE BID PROPOSAL SHALL BE REVISED ACCORDINGLY AND
REVISED UTILITIES CONTRACT MAY BE NECESSARY.
17. 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 ADDITI
TO THE ONE APPROVED SET FROM PLANNING (4 TOTAL SETS).
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANNE URENDA/748-1343
NAME OF PLAN : HERITAGE BAPTIST CHURCH 2016 IMPROVEMEN
ADDRESS : 7777 COGBILL ROAD
SUBMISSION DATE : 8/17/17
PLAN DATED : 8/15/17
REVIEW DATE : 9/6/17
SITE PLAN NO. : 17PR0185
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : NO
THE QUALITY OF THE PHOTOCOPIES OF ALL SHEETS IS POOR.
AT A MINIMUM, MAKE THE WATERLINES VISIBLE AND THE
DETAILS ON SHEET C-12 LEGIBLE.
*
2. FIX COMPACTION DENSITY PERCENTAGE ON NOTE 2 OF THE
CHESTERFIELD COUNTY UTILITY NOTES. IT SHOULD BE 95%.
*
3. ON SHEET C-2, IDENTIFY THE 2 EXISTING VALVES WHICH NEED
TO BE CLOSED FOR TIE-IN OF THE NEW WATERLINE.
SHOW THE LOCATION OF THE EXISTING 1" WATER SERVICE AND
ADD A NOTE TO ABANDON IT
THE CASING PIPE NEEDS TO EXTEND THE FULL WIDTH OF THE
EXISTING AND PROPOSED RIGHT OF WAY. ADD THE THICKNESS OF
THE CASING PIPE AND SHOW THE BORE PITS ON EITHER SIDE OF
THE CASING PIPE. ADDITIONAL EASEMENTS MAY BE NEEDED FOR
THE BORE PITS.
*
6. THE WATERLINE CANNOT BE DEFLECTED IN THE STEEL CASING
PIPE. A BEND IS NEEDED ON THE EAST SIDE OF COGBILL ROAD.
PROVIDE THRUST RESTRAINT CALCS FOR THE FITTING.
THE 2.5" PRIVATE WATER SERVICE SHOULD TEE OFF THE 8"
WATERLINE ON THE COGBILL SIDE (UPSTREAM SIDE) OF THE FIRE
HYDRANT TEE. THE WATER METER NEEDS TO BE LOCATED IN THE
PUBLIC EASEMENT.
*
8. THE 8" PLUG AND 2" FLUSHING HYDRANT ARE UNNECESSARY.
THE LINE CAN BE FLUSHED THROUGH THE FIRE HYDRANT. INSTEAD
THE 8" WATERLINE CAN GO DIRECTLY INTO THE PRIVATE BACKFLOW
PREVENTION VAULT.
*
9. FIX THE LIMITS AND WIDTH OF THE RIGHT OF WAY
DEDICATION. IT SHOULD BE 20 FEET INSTEAD OF 45 FEET.
*
10. CALL OUT THE PROPOSED 12" X 8" TEE AS A CUT-IN TEE.
. FIX THE OVERLAPPING TEXT WHERE THE 2.5" PRIVATE WATER
SERVICE IS CALLED OUT.
*
12. REVISE THE WATERLINE PROFILE TO SHOW THE CASING PIPE
EXTENDING THE FULL WIDTH OF THE RIGHT-OF-WAY, NO PIPE
DEFLECTION, AND THE LIMITS OF PIPE RESTRAINT AT THE
FITTING.
*
13. REPLACE THE OLD MET-7 DETAIL WITH AN UPDATED MET-7
DETAIL (FEBRUARY 2012).
*
14. REGARDING THE SEWER EXCEPTION, UTILITIES WILL AWAIT
THE DECISION BY THE BOARD OF SUPERVISORS BEFORE APPROVAL O
THE PLANS.
*
15. BASED ON THE RESULTS OF THE FIRE FLOW TEST, AN INLINE
PUMP WILL NOT BE ALLOWED. THE FIRE FLOW TEST INDICATES TH
SYSTEM CAN ONLY DELIVER 703 GPM YET THE NEEDED FIRE FLOW
FOR THE SPRINKLER SYSTEM IS 813 GPM. THIS WILL DROP THE
SYSTEM PRESSURE BELOW THE REQUIRED 20 PSI
*
16. UPDATE THE QUANTITIES ON THE COVER SHEET BASED ON THE
COMMENTS IN THIS REVIEW LETTER.
*
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANNE URENDA/748-1343
NAME OF PLAN : HERITAGE BAPTIST CHURCH 2016 IMPROVEMEN
ADDRESS : 7777 COGBILL ROAD
SUBMISSION DATE : 10/24/17
PLAN DATED : 10/23/17/17
REVIEW DATE : 11/9/17
SITE PLAN NO. : 17PR0185
COMMENTS : 3RD REVIEW-NOT APPROVED
TABLE REVIEW : YES
IDENTIFY THE SECOND EXISTING VALVE ON THE NORTHERN END
OF ROBINWOOD DRIVE WHICH NEEDS TO BE CLOSED FOR TIE-IN OF
THE NEW WATERLINE.
*
2. ADD THE THICKNESS OF THE CASING PIPE (0.5") TO THE PLAN
VIEW LABEL.
*
3. CHANGE THE SIZE OF THE BORE PITS. THE RECEIVING PIT IS
TYPICALLY 10' X 10' AND THE BORE PIT IS TYPICALLY
30' X 10'.
*
4. DELETE THE 6" DRY WATERLINE. THE FIRE TRUCK WILL
CONNECT BETWEEN THE FDC AND FIRE HYDRANT TO PRESSURIZE THE
FIRE LINE.
MOVE THE LOCATION OF THE LABELS FOR THE PROPOSED 2.5"
WATER SERVICE AND 6" PVC PRIVATE WATERLINE. THEY NO LONGER
POINT TO THE WATERLINES.
*
6. SHOW 2 WATER VALVES AT THE CUT-IN TEE. ONE SHOULD BE
ON THE 12" LINE AND THE OTHER ON THE 8" LINE.
*
7. ADD A WATER VALVE BETWEEN THE 8" X 6" HYDRANT TEE AND
THE DOUBLE CHECK ASSEMBLY VAULT.
*
8. PROVIDE THRUST RESTRAINT CALCS FOR THE 11.25-DEGREE
FITTING. IN THE PROFILE VIEW, IDENTIFY THE EXTENT OF PIPE
TO BE RESTRAINED. ALSO SHOW THE 8" GATE VALVE. ALL PIPE
FROM THE TEE, THROUGH THE CASING, AND BEYOND THE FITTING
(DISTANCE PER PIPE RESTRAINT CALCS) NEEDS TO BE RESTRAINED
*
9. UPDATE THE QUANTITIES ON THE COVER SHEET BASED ON THE
COMMENTS IN THIS REVIEW LETTER. ADD QUANTITIES FOR 6"
WATERLINE TO FIRE HYDRANT (PUBLIC), 8" AND 12" GATE VALVES
(PUBLIC) AND 2.5" WATERLINE (PRIVATE).
*
10. DELETE THE NOTE ON SHEET C-15 REGARDING THE
INSTALLATION OF AN INLINE FIRE PUMP.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: HERITAGE BAPTIST CHURCH
SITE PLAN NUMBER: 17PR0185
LATEST PLAN DATE: 12/05/16
DEPT. REC'D. DATE: 12/12/16
SUBMITTAL NUMBER: ONE
REVIEW DATE: 12/13/16
RECOMMENDATION: NOT APPROVED
1. PRIOR TO FINAL SITE PLAN APPROVAL
A. DEDICATE 45' FROM THE CENTERLINE ALONG THE PARCEL'S
FRONTAGE TO COGBILL RD.
B. OBTAIN A LICENSE AGREEMENT TO MAINTAIN THE EXISTING SIG
IN THE COGBILL RD RIGHT-OF-WAY.
2. WHY IS THE PROPOSED R/W DEDICATION REDUCED ADJACENT TO
THE EXISTING DRAINFIELD?
3. IS CHILD CARE/DAYCARE PROPOSED WITH THIS DEVELOMPENT?
IF NOT, PLEASE NOTE ON THE COVER SHEET. IF SO, PLEASE NOTE
ENROLLMENT IN ORDER FOR CDOT TO DETERMINE IF TURN LANES
WILL BE REQUIRED ALONG COGBILL RD INTO THE PROPERTY.
4. RELOCATE THE DITCH ALONG THE PROPERTY'S FRONTAGE TO
PROVIDE AN ADEQUATE SHOULDER (8') ALONG COGBILL RD.
5. LABEL COUNTY ROAD CLASSIFICATION FOR COGBILL RD (MAJOR
ARTERIAL) ON THE PLANS.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: HERITAGE BAPTIST CHURCH
SITE PLAN NUMBER: 17PR0185
LATEST PLAN DATE: 08/16/17
DEPT. REC'D. DATE: 08/22/17
SUBMITTAL NUMBER: TWO (PRUSIK)
REVIEW DATE: 08/23/17
RECOMMENDATION: SUBSTANTIAL APPROVAL
PLAT PROCESSING: R/W DEDICATION - COGBILL RD
.
1. FINAL SITE PLAN APPROVAL IS PENDING RIGHT-OF-WAY
DEDICATION ALONG COGBILL RD (45' FROM CENTERLINE).
.
2. STATE NO CHILD CARE/DAYCARE PROPOSED ON COVER SHEET.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: HERITAGE BAPTIST CHURCH
SITE PLAN NUMBER: 17PR0185
LATEST PLAN DATE: 10/23/17
DEPT. REC'D. DATE: 10/27/17
SUBMITTAL NUMBER: THREE (PRUSIK)
REVIEW DATE: 11/02/17
RECOMMENDATION: SUBSTANTIAL APPROVAL
PLAT PROCESSING: R/W DEDICATION - COGBILL RD
.
FINAL SITE PLAN APPROVAL IS PENDING RIGHT-OF-WAY DEDICATIO
ALONG COGBILL RD (45' FROM CENTERLINE).
==========================================================
==========================================================
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: STEVE PRUSIK/ 751-4321
PLAN NAME: HERITAGE BAPTIST CHURCH
PLAN NUMBER: 17PR0185
ORIGINAL PLAN DATE: 12/05/16
REVIEW DATE: 01/04/17
LATEST SUBMISSION DATE: 12/05/16
SUBMITTAL NUMBER: 1
STATUS: NOT APPROVED
TABLE REVIEW: NO
COMMENTS:
ARCHITECTURAL ELEVATIONS: NOT SUBMITTED
LANDSCAPE PLAN: NOT SUBMITTED
LIGHTING PLAN: NOT SUBMITTED
1. PROVIDE AN AUTOCAD FILE DEPICTING THE BOUNDARY
OF THE CHURCH SITE (DWG FILE CAN BE SENT VIA EMAIL).
2. PLEASE PLACE THE CHESTERFIELD COUNTY SITE PLAN
NUMBER (17PR0185) ON THE LOWER RIGHT CORNER OF
EACH SHEET.
3. PLEASE INCLUDE IN THE GENERAL NOTES THE ZONING
CASE THAT APPLIES TO THIS PARCEL: 86SN0073
4. PLEASE INCLUDE IN THE GENERAL NOTES THAT THE
PROJECT IS LOCATED IN THE EMERGING GROWTH
DESIGN DISTRICT.
5. PLEASE LABEL THE 150 FOOT SETBACK ALONG COGBILL
ROAD AS PERIMETER LANDSCAPE TYPE "B" ON THE SITE
LAYOUT AND LANDSCAPE PLANS AND PROVIDE THE
REQUIRED PLANT MATERIAL ON THE LANDSCAPE PLAN
AS NEEDED. NO PLANTNGS ARE PERMITTED IN THE
EXISTING DRAINFIELD.
6. PER SEC. 19.1-246, AT LEAST A CONCEPTUAL
LANDSCAPING PLAN SHALL BE APPROVED PRIOR TO
RELEASE OF FINAL SITE PLAN APPROVAL. WHETHER
THE PLAN SUBMITTED IS A CONCEPTUAL OR DETAILED
LANDSCAPE PLAN, THE PLAN SHALL MEET ALL
REQUIREMENTS OF SEC. 19.1-246.
7. PROVIDE STANDARD COUNTY LANDSCAPE NOTES ON
THE DETAILED LANDSCAPE PLAN.
8. PER SEC. 19.1-253, AT LEAST 50% OF THE TREES SHALL
BE LARGE MATURING TREES THAT ARE IN ISLANDS WITH
A MINIMUM WIDTH OF 15 FEET AND 250 SF IN SIZE. SMALL
MATURING TREES SHALL BE IN ISLANDS WITH A MINIMUM
WIDTH OF 9 FEET AND BE 150 SF IN SIZE.
9. PER SEC. 19.1-246, THE LANDSCAPE PLAN SHALL
IDENTIFY THE STATE REGISTERED LANDSCAPE ARCHITECT,
NURSERYMAN, OR LANDSCAPE DESIGNER PREPARING
THE PLAN.
10. ALL TREES WITHIN THE SETBACK FROM A PUBLIC
RIGHT OF WAY SHALL BE RETAINED UNLESS REMOVAL
IS NECESSARY TO ACCOMMODATE VEHICULAR ACCESS
AND/OR UTILITIES THAT RUN GENERALLY
PERPENDICULAR THROUGH THE SETBACK. THESE TREE
SAVE AREAS SHALL BE SHOWN ON THE EROSION
CONTROL, GRADING AND LANDSCAPE PLANS.
11. REMOVAL OF EXISTING TREES WITHIN THE SETBACK
OR BUFFER WITHOUT WRITTEN APPROVAL FROM THE
PLANNING DEPARTMENT SHALL RESULT IN TWO TREES
BEING PLANTING FOR EACH TREE REMOVED.
12. ANY EXISTING TREES IN SETBACKS THAT ARE APPROVED
FOR REMOVAL SHALL BE SHOWN AS SUCH ON THE EROSION
CONTROL, GRADING AND LANDSCAPE PLANS.
13. PLEASE LABEL THE LANDSCAPE AREA(S) SQ FT
ON THE LANDSCAPE PLAN.
14. PER SEC. 19.1-249, 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.
15. PER SEC. 19.1-205, SHOW ON THE LANDSCAPE PLAN
THE LOCATION OF ALL EXTERIOR SITE LIGHTING MOUNTED
ON POLES TO INSURE THEY DO NOT INTERFERE WITH
PROPOSED LANDSCAPE TREES.
16. PROVIDE 2 COPIES OF COLOR RENDERINGS/ELEVATIONS
OF THE BUILDINGS WITH ALL BUILDING MATERIALS AND
COLORS IDENTIFIED EITHER VIA PRINTS OR PDF.
ELEVATIONS MUST BE APPROVED PRIOR TO ISSUANCE
OF A BUILDING PERMIT.
NOTES:
1. ANY CHANGE IN THE CURRENT PLAN, WHETHER IT
STEMS FROM DEPARTMENT COMMENTS OR AN
ENGINEERING CHANGE REQUESTED BY THE APPLICANT,
MAY GENERATE ADDITIONAL COMMENTS FROM THE
REVIEWING DEPARTMENTS, RESULTING IN REQUIRED
REVISIONS.
2. THE FIRST SUBMITTAL SHALL INCLUDE A PLAN DATE
(MONTH, DAY & YEAR), AND EACH REVISED SET OF PLANS
SHALL SHOW A REVISION DATE.
3. EACH REVIEW OF DETAILED LANDSCAPE PLANS AFTER
APPROVAL OF THE SITE PLAN INCURS A RESUBMITTAL FEE
AND IS TRACKED AS A SITE PLAN REVIEW UNTIL APPROVED.
APPROVAL MUST BE OBTAINED PRIOR TO TEMPORARY
OCCUPANCY OF THE BUILDING.
.
**************************************************
.
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: STEVE PRUSIK/ 751-4321
PLAN NAME: HERITAGE BAPTIST CHURCH
PLAN NUMBER: 17PR0185
ORIGINAL PLAN DATE: 12/05/16
REVIEW DATE: 08/31/17
LATEST SUBMISSION DATE: 08/16/17
SUBMITTAL NUMBER: 2
STATUS: NOT APPROVED
TABLE REVIEW: NO
.
COMMENTS:
.
ARCHITECTURAL ELEVATIONS: SUBMITTED
LANDSCAPE PLAN: SUBMITTED
LIGHTING PLAN: NOT SUBMITTED
.
1. PROVIDE STANDARD COUNTY LANDSCAPE NOTES AND
PLANTING DETAILS ON THE LANDSCAPE PLAN. NOTES
CAN BE PROVIDED BY THE PLANNING DEPARTMENT
UPON REQUEST.
.
2. PLEASE REMOVE THE PROPOSED GRADES FROM
THE LANDSCAPE PLAN SO IT IS EASIER TO READ.
.
3. IN THE PLANT SCHEDULE, LIST PLANTS AS LARGE
DECIDUOUS TREES, SMALL DECIDUOUS TREES,
EVERGREEN TREES, MEDIUM SHRUBS, AND LOW
SHRUBS/GROUND COVERS.
.
4. SHOW THE LOCATION OF IRRIGATION SLEEVES
(IF ANY) ON THE SITE AND LANDSCAPE PLANS.
.
5. PER SEC. 19.1-246, THE LANDSCAPE PLAN SHALL
IDENTIFY THE STATE REGISTERED ENGINEER,
LANDSCAPE ARCHITECT, NURSERYMAN, OR
LANDSCAPE DESIGNER PREPARING THE PLAN.
.
6. PLEASE LABEL THE LANDSCAPE AREA(S) SQ FT ON THE
SITE LANDSCAPE PLAN (AS SHOWN ON THE SITE LAYOUT
PLAN)
.
7. PER SEC. 19.1-205, SHOW ON THE LANDSCAPE PLAN
THE LOCATION OF ALL EXTERIOR SITE LIGHTING MOUNTED
ON POLES TO INSURE THEY DO NOT INTERFERE WITH
PROPOSED LANDSCAPE TREES.
.
8. PROVIDE 2 COPIES OF COLOR RENDERINGS/ELEVATIONS
OF THE BUILDINGS (IF POSSIBLE) VIA PRINTS OR PDF.
ELEVATIONS MUST BE APPROVED PRIOR TO ISSUANCE OF
A BUILDING PERMIT.
.
NOTES:
.
1. ANY CHANGE IN THE CURRENT PLAN, WHETHER IT
STEMS FROM DEPARTMENT COMMENTS OR AN
ENGINEERING CHANGE REQUESTED BY THE APPLICANT,
MAY GENERATE ADDITIONAL COMMENTS FROM THE
REVIEWING DEPARTMENTS, RESULTING IN REQUIRED
REVISIONS.
.
2. REMOVAL OF EXISTING TREES WITHIN THE SETBACK
OR BUFFER WITHOUT WRITTEN APPROVAL FROM THE
PLANNING DEPARTMENT SHALL RESULT IN TWO TREES
BEING PLANTING FOR EACH TREE REMOVED.
.
3. EACH REVIEW OF DETAILED LANDSCAPE PLANS AFTER
APPROVAL OF THE SITE PLAN INCURS A RESUBMITTAL FEE
AND IS TRACKED AS A SITE PLAN REVIEW UNTIL APPROVED.
APPROVAL MUST BE OBTAINED PRIOR TO TEMPORARY
OCCUPANCY OF THE BUILDING.
.
*************************************************
.
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: STEVE PRUSIK / 751-4321
PLAN NAME: HERITAGE BAPTIST CHURCH
PLAN NUMBER: 17PR0185
ORIGINAL PLAN DATE: 12/05/16
REVIEW DATE: 11/08/17
LATEST SUBMISSION DATE: 10/23/17
SUBMITTAL NUMBER: 3
STATUS: NOT APPROVED
TABLE REVIEW: YES
.
COMMENTS:
.
ARCHITECTURAL ELEVATIONS: SUBMITTED
LANDSCAPE PLAN: SUBMITTED
LIGHTING PLAN: SUBMITTED
.
01. IN THE PLANT LEGEND, LIST THE PROPOSED PLANT
MATERIAL (IE: FD, SHL, BB, ETC.) AND QUANTITIES UNDER
THE CATAGORIES FOR LARGE DECIDUOUS TREES, SMALL
DECIDUOUS TREES, MEDIUM SHRUBS, ETC. ALSO INCLUDE
THE SIZE, ANY REMARKS AND EXSITING TREE QUANTITIES
IN THE LEGEND.
.
02. PLEASE LABEL AND INDICATE WHERE THE PERIMETER
LANDSCAPE "H" AREA APPEARS ON THE LANDSCAPE
PLAN AND ON THE SITE AND UTILITY LAYOUT PLAN.
PLEASE GRAPHICALLY SHOW THE PROPOSED PLANT
MATERIAL FOR PERIMETER LANDSCAPE "H" ON THE
LANDSCAPE PLAN INCLUDING SPECIES AND QUANTITIES
IN THE PLANT LEGEND.
.
03. PER SEC. 19.1-205, SHOW ON THE LANDSCAPE PLAN
THE LOCATION OF ALL EXTERIOR SITE LIGHTING
MOUNTED ON POLES (IF ANY) TO INSURE THEY DO
NOT INTERFERE WITH PROPOSED LANDSCAPE TREES.
.
04. ALL JUNCTION BOXES AND ELECTRICAL TRANSFORMERS
MUST BE EITHER INTEGRATED INTO THE ARCHITECTURAL
TREATMENT OR SCREENED ON AT LEAST THREE SIDES WITH
SHRUBBERY OR LATTICE 19.1-317.C.1
.
05. PER SEC. 19.1-317.C, ENSURE THAT ALL ROOF VENTS AND
EXHAUST FANS MUST BE EITHER SCREENED OR PAINTED TO
MATCH THE ROOF PRIOR TO THE BUILDING PERMIT
BEING ISSUED.
.
06. PER SEC. 19.1-317.D, MECHANICAL EQUIPMENT, WHETHER
ROOF-TOP OR GROUND LEVEL, SHALL BE SHIELDED AND
SCREENED FROM PUBLIC VIEW AND DESIGNED TO BE
PERCEIVED AS AN INTEGRAL PART OF THE BUILDING EXCEPT
AS ALLOWED IN I-2 AND I-3 DISTRICTS. SHOW ALL UNITS IN
RELIEF BEHIND PARAPETS AND/OR WALLS USED FOR
SCREENING TO SHOW THAT UNITS ARE FULLY SCREENED.
.
07. PLEASE PUT A NOTE ON THE LIGHTING PLAN THAT STATES:
"ALL LIGHT FIXTURES SHALL BE OF A DIRECTIONAL TYPE THAT
SHIELDS THE LIGHT SOURCE FROM DIRECT VIEW FROM ANY
ADJOINING, A, R, R-TH, MH, TND, OR R-MF DISTRICT OR PUBLIC
RIGHT OF WAY".
.
NOTES:
.
01. ANY CHANGE IN THE CURRENT PLAN, WHETHER IT
STEMS FROM DEPARTMENT COMMENTS OR AN
ENGINEERING CHANGE REQUESTED BY THE APPLICANT,
MAY GENERATE ADDITIONAL COMMENTS FROM THE
REVIEWING DEPARTMENTS, RESULTING IN REQUIRED
REVISIONS.
.
02. REMOVAL OF EXISTING TREES WITHIN THE SETBACK
OR BUFFER WITHOUT WRITTEN APPROVAL FROM THE
PLANNING DEPARTMENT SHALL RESULT IN TWO TREES
BEING PLANTING FOR EACH TREE REMOVED.
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : HERITAGE BAPTIST CHURCH
CASE NUMBER : 17PR0185
LATEST PLAN DATE : 12/05/16
RECEIVED DATE : 12/12/16
SUBMITTAL NUMBER : 1
REVIEW DATE : 12/30/16
ADDRESS : 7777 COGBILL RD
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. THE PARCEL BOUNDARY SURVEY IS INCOMPLETE ALONG THE
RIGHT OF WAY. PLEASE SUPPLY THE METES AND BOUNDS FOR
EVERY SEGMENT ALONG THE TRAVERSE TO INCLUDE CHORD
BEARING AND DISTANCE FOR ALL NON-TANGENT CURVES.
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : HERITAGE BAPTIST CHURCH
CASE NUMBER : 17PR0185
LATEST PLAN DATE : 8/16/17
RECEIVED DATE : 8/17/17
SUBMITTAL NUMBER : 2
REVIEW DATE : 9/5/17
ADDRESS : 7777 COGBILL RD
STATUS : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON (N) 768-7549
PROJECT NAME : HERITAGE BAPTIST CHURCH
CASE NUMBER : 17PR0185
LATEST PLAN DATE : 10/23/17
RECEIVED DATE : 10/25/17
SUBMITTAL NUMBER : 3
REVIEW DATE : 11/1/17
ADDRESS : 7777 COGBILL RD
STATUS : APPROVED
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: HERITAGE BAPTIST CHURCH
SITE PLAN NUMBER: 17PR0185
ADDRESS: 7779 COGBILL ROAD
LATEST PLAN DATE: 12/5/16
DEPT. REC'D. DATE: 12/12/16
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 12/13/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. THE MINIMUM REQUIRED FIRE FLOW FOR PROTECTION PURPOSES
SHALL BE SHOWN ON THE SUBMITTED DRAWINGS. REFER TO THE
INTERNATIONAL FIRE CODE (2012), SECTION B105 AND THE
COUNTY CODE OF CHESTERFIELD FOR EXCEPTIONS ALLOWED FOR
SPRINKLER PROTECTED BUILDINGS
REFER TO THE INTERNATIONAL FIRE CODE (2012) -
SECTION B104, B104.1, B104.2 AND B104.3 FOR THE CALCULATIO
PROCESS AND ALLOWANCES. THE CORRECT FORMAT AND CALCULATION
SHEET CAN BE OBTAINED VIA THE INTERNET AT
CHESTERFIELD COUNTY- CHESTERFIELD FIRE AND EMS - DIVISION
OF FIRE AND LIFE SAFETY
HTTP://WWW.CHESTERFIELD.GOV/PUBLICSAFETY/FIRE/PLANS.ASP
2. PROVIDE COMPUTER GENERATED WATER FLOW TEST DATA,
PROVIDED BY THE CHESTERFIELD COUNTY UTILITIES
DEPARTMENT, VERIFYING THE REQUIRED WATER FLOW FOR FIRE
PROTECTION IS AVAILABLE AT THE SITE. THE WATERFLOW TEST
RESULTS AND GRAPH SHALL BE SHOWN ON THE SUBMITTED PLAN.
THE MINIMUM REQUIRED FIRE FLOW FOR ALL BUILDINGS, WITH
THE EXCEPTION OF ONE AND TWO-FAMILY DWELLINGS, IS 1500
GPM (SPRINKLER PROTECTED OR NON-SPRINKLER PROTECTED) IN
ACCORDANCE WITH THE INTERNATIONAL FIRE CODE (2012) -
SECTION B105.2 AND TABLE B105.1.
3. WHERE A FIRE HYDRANT IS LOCATED ON A FIRE APPARATUS
ACCESS ROAD, THE MINIMUM ROAD WIDTH SHALL BE 26 FEET. SEE
THE INTERNATIONAL FIRE CODE SECTION D103.1 AND
FIGURE D103.1 "MINIMUM CLEARANCE AROUND A FIRE HYDRANT"
4. 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.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: HERITAGE BAPTIST CHURCH
SITE PLAN NUMBER: 17PR0185
ADDRESS: 7779 COGBILL ROAD
LATEST PLAN DATE: 8/15/17
DEPT. REC'D. DATE: 8/21/17
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 9/7/17
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. SHOW HOW THE MINIMUM REQUIRED FIRE FLOW OF 1500 GPM
IS GOING TO BE MET.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: HERITAGE BAPTIST CHURCH
SITE PLAN NUMBER: 17PR0185
ADDRESS: 7779 COGBILL ROAD
LATEST PLAN DATE: 10/23/17
DEPT. REC'D. DATE: 10/31/17
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 11/2/17
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 : HERITAGE BAPTIST CHURCH 2016
IMPROVEMENTS
ADDRESS : 7777 COGBILL ROAD
SITE PLAN NO. : 17PR0185
LATEST PLAN DATE : DECEMBER 05, 2016
DEPT. REC'D DATE : DECEMBER 12, 2016
SUBMITTAL NUMBER : 1
REVIEW DATE : DECEMBER 30, 2016
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : NO
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL
FEATURES INCLUDING BUT NOT LIMITED TO WETLANDS,
SURFACE WATERS (E.G. VSMP PERMIT FOR CONSTRUCTION
SITES, GROUND WATER AND AIR QUALITY) FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITY. 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
D. TOTAL ON-SITE IMPERVIOUS COVER IN SQUARE FEET
(EXCLUDING VDOT RIGHTS-OF-WAY AND GRAVELED AREAS)
BROKEN UP BY PHASES AND PARCELS.
05. A BENCHMARK MUST BE SHOWN WITH REFERENCE TO
MEAN SEA LEVEL. (CL-GENERAL 11)
06. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE
INTO A CONCRETE STRUCTURE. (CL-G&D 21)
07. 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)
08. SAFETY FENCE (STD. & SPEC 3.01) IS REQUIRED AROUND ALL
SEDIMENT TRAPS AND SEDIMENT BASINS. (CL-EC 15)
09. 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)
10. TABLE 3.31-B FOUND IN THE CURRENT EDITION OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, MUST B
PROVIDED ON THE EROSION CONTROL PLAN SHEETS. (CL-EC 26
11. ANY SOIL STOCKPILE AREA MUST BE LOCATED ON THE PLANS.
SILT FENCE MUST BE PROVIDED AROUND THE PERIMETER.
(CL-EC 39)
12. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
A. 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)
B. 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)
C. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
D. BMP CERTIFICATION DOCUMENTATION MUST INCLUDE THE
FOLLOWING:
A. AS-BUILT SURVEY OF THE FACILITY.
B. CERTIFICATION FORM PROVIDING AS-BUILT
ELEVATIONS/DIMENSIONS OF BMP ELEMENTS (INCLUDING,
BUT NOT LIMITED TO: UNDERDRAINS, GRAVEL LAYER,
MEDIA LAYER, MULCH, OUTFALL STRUCTURE, GRAVEL
DIAPHRAGM, UNDERGROUND DETENTION STRUCTURES, ETC.)
C. CERTIFICATION FORM PROVIDING AS-BUILT VOLUMES FOR
STORMWATER QUALITY AND QUANTITY (1-, 2-, 10-, AND
100-YEAR, AS APPLICABLE)
D. PHOTOGRAPHIC DOCUMENTATION SHALL BE PROVIDED WHICH
COVERS THE CONSTRUCTION/INSTALLATION PROCESS
E. THE CERTIFICATION DOCUMENTATION MUST BE STAMPED
AND SIGNED BY A PROFESSIONAL ENGINEER, CERTIFIED
LAND SURVEYOR, OR ARCHITECT.
13. 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. INCREMENTAL DRAINAGE AREAS TO EACH BMP, AND THE LAND
COVER TYPES WITHIN EACH DRAINAGE AREA (CL-CBPA 4H)
B. PROPOSED EASEMENT LOCATIONS
C. 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.
14. THE ENTIRE BMP MUST BE ENCLOSED WITHIN AN SWM/BMP
EASEMENT WHICH EXTENDS 8 FT. BEYOND THE 100-YEAR WSE.
OR DOWNSTREAM TOE OF DAM, WHICHEVER APPLIES.
(CL-CBPA 14)
15. A MINIMUM 20' WIDE ACCESS EASEMENT MUST BE PROVIDED
FROM THE SWM/BMP EASEMENT TO A PUBLIC RIGHT-OF-WAY FOR
FUTURE MAINTENANCE. (CL-CBPA 15)
16. THE EASEMENT ENCLOSING THE BMP FACILITY MUST
BE LABELED "BIORETENTION BMP EASEMENT".
17. METES AND BOUNDS MUST BE PROVIDED ON THE PLAN SHEET FO
SWM/BMP EASEMENTS AND ACCESS EASEMENTS. (CL-CBPA 16)
18. 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)
19. THE REQUIRED STORAGE VOLUMES FOR WATER QUALITY AND
WATER QUANTITY MUST BE SHOWN ON THE PROFILE VIEW OF
THE BASIN. (CL-CBPA 22)
20. 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)
21. PROVISIONS MUST BE MADE IN THE EROSION CONTROL
NARRATIVE FOR CONVERSION OF THE SEDIMENT BASIN INTO A
SWM/BMP FACILITY AFTER THE UPSTREAM AREAS ARE FULLY
STABILIZED. ALL EXISTING SILT MUST BE REMOVED FROM TH
BASIN. (CL-CBPA 39)
22. 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)
23. 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.
24. 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.
25. THE CBPA COMPLIANCE NOTE MUST SPECIFY THE NUMBER OF
PHOSPHOROUS NONPOINT NUTRIENT OFFSETS ACQUIRED
AND THE NAME OF THE OFFSET GENERATING FACILITY.
26. SHEET C-1:
A) THE CBPA NOTE REFERS TO DRY SWALES AND CONSERVED
OPEN SPACE; HOWEVER, IN THE CALCULATIONS AND DESIGN
IT APPEARS THAT GRASS CHANNELS AND OFFSET NUTRIENT
CREDITS ARE USED FOR CBPA COMPLIANCE. VERIFY
COMPLIANCE METHODOLOGY.
B) INDICATE THIS PROJECT IS A PART IIB PROJECT.
C) IN THE GENERAL EROSION AND SEDIMENT CONTROL NOTES,
UPDATE ES-9 FOR TEMPORARY STABILIZATION TO BE
ACHIEVED ON AREAS LEFT DORMANT FOR MORE THAN 14 DAY
INSTEAD OF 30 DAYS.
27. SHEET C-4:
A) PROVIDE HATCHING LEGEND FOR PAVEMENT.
B) CLARIFY THE USE OF THE EXISTING UNDERGROUND VAULT T
THE SOUTHEAST.
28. SHEET C-5:
A) PROVIDE CURB ELEVATIONS.
B) ENSURE 50' BETWEEN THE SEPTIC FIELD AND THE GRASS
CHANNEL TO THE NORTHEAST.
C) LABEL BMPS TO CORRELATE WITH THE LABELING PROVIDED
IN THE COMPLIANCE TABLES ON SHEET C-10.
D) THE GRAVEL DIAPHRAGM BY THE ENTRANCE TO THE
NORTHEAST (NEAR THE 233 CONTOUR) APPEARS TO BE
UNNEEDED.
E) PROVIDE CALCULATIONS FOR THE DITCH CONVEYING THE TW
GRASSED CHANNELS TO LEVEL SPREADER #2.
F) ENSURE 10' BETWEEN GRASSED SWALE AND BUILDING
FOUNDATIONS.
G) SPECIFY PEDESTRIAN GRATE TYPE FOR THE DI-7.
H) PROVIDE ELEVATIONS FOR THE GRAVEL DIAPHRAGMS.
I) THE GRAVEL DIAPHRAGMS SHOULD BE DESIGNED TO BE AT A
CONSTANT ELEVATION TO ENSURE THAT THE DISCHARGE
LEAVING IS CONVERTED TO SHEET FLOW AND IS LESS OF A
POINT SOURCE DISCHARGE.
J) PROVIDE CALCULATIONS FOR THE LEVEL SPREADERS.
K) PROVIDE CONSTRUCTION NARRATIVE FOR THE GRASS
CHANNEL.
L) IT APPEARS THE GRASS CHANNELS HAVE AREAS WITH
LONGITUDINAL SLOPES GREATER THAN 2%. IF THE SLOPES
ARE GREATER THAN 2% THEN CHECK DAMS ARE REQUIRED.
M) PROVIDE CROSS-SECTIONS FOR THE GRASS CHANNELS.
N) PROVIDE CALCULATIONS SHOWING THE 1" RAINFALL FOR TH
GRASS CHANNELS HAS A HYDRAULIC RESIDENCE TIME OF AT
LEAST 9 MINUTES.
O) IN THE DITCH CALCULATIONS FOR GRASS CHANNELS, DEPTH
LESS THAN 4" CAN USE A N-VALUE OF 0.2.
P) SHOW OUTLET PROTECTION FOR THE DISCHARGE FROM PIPE
Q) IT APPEARS THAT THE STANDARD 1' DEPTH FOR A GRAVEL
DIAPHRAGM WILL BE IN CONFLICT WITH PIPE 4. ENSURE
THAT THE BOTTOM OF THE GRAVEL DIAPHRAGM HAS ENOUGH
SEPARATION OVER THE PROPOSED PIPE.
R) SHOW MORE OF THE DOWNSTREAM AREA FROM THE LEVEL
SPREADERS TO HELP ENSURE THERE WILL BE NO DOWNSTREA
IMPACTS FROM THE PROPOSED PLAN.
S) CLARIFY LOCATIONS OF ANY ROOF DRAINS.
29. SHEET C-6:
A) SHOW CONTOURS.
B) PROVIDE NOTE FOR THE ASPHALT UNDER THE PROPOSED
CONSTRUCTION ENTRANCE TO BE DEMOLISHED PRIOR TO
INSTALLATION OF THE CONSTRUCTION ENTRANCE.
C) CLARIFY IF THE DAY CARE AND CHURCH IS TO REMAIN
OPERATIONAL AND OPEN DURING CONSTRUCTION. IF IT IS
PROVIDE INFORMATION ON HOW VEHICLES AND PEDESTRIANS
WILL BE CONVEYED SAFELY DURING CONSTRUCTION.
D) IN THE EROSION CONTROL SEQUENCE SWITCH NOTES 5 AND
WITH ONE ANOTHER.
E) PROVIDE DRAINAGE AREA TO CLEAN WATER DIVERSION DIKE
F) PROVIDE SUPER SILT FENCE ALONG WETLANDS.
G) SHOW OUTLETS FOR SEDIMENT TRAPS.
H) THE AREAS FOR THE GRASS CHANNEL SHOULD BE PROTECTED
FROM CONSTRUCTION TRAFFIC.
30. SHEET C-7:
A) CLARIFY THE NEED FOR THE INLET PROTECTION IN THE
PARKING AREA NEAR THE PROPOSED BUILDING.
B) PROVIDE INLET PROTECTION FOR THE YARD INLETS.
C) LOCATE THE ROOF DRAINS OUTSIDE OF THE GRASSED
CHANNELS.
D) PROVIDE OUTLET PROTECTION FOR PIPE 4.
E) IT APPEARS THAT SOME OF THE DIVERSION DIKES AND SIL
FENCE IS CROSSING THROUGH THE GRASSED CHANNELS.
CLARIFY HOW CONSTRUCTION FOR THE GRASS CHANNELS IS
TO OCCUR WHILE MAINTAINING ESC CONTROLS.
F) PROVIDE ULTIMATE DRAINAGE AREAS TO SEDIMENT TRAPS.
G) CLARIFY THE NEED FOR INLET PROTECTION AT STRUCTURE
H) UPDATE THE ESC REGULATIONS FOR THE ESC NARRATIVE AN
NOTES.
I) PROVIDE CHECK DAMS FOR THE CONVEYANCE DITCH TO LEVE
SPREADER #2.
J) PROVIDE NOTES FOR THE GRASSED CHANNELS TO BE
STABILIZED IMMEDIATELY WITH BIODEGRADABLE EROSION
CONTROL FABRIC.
31. SHEET C-9:
A) LABEL THE DRAINAGE AREAS PER GRASSED CHANNEL.
B) PROVIDE DRAINAGE AREA TO THE CONVEYANCE DITCH TO
LEVEL SPREADER 2.
C) IT APPEARS THAT SOME OF THE DRAINAGE AREAS TO THE
EAST BETWEEN THE TWO LEVEL SPREADERS DO NOT
ENCOMPASS THE FULL DRAINAGE AREAS.
32. SHEET C-10:
A) THE COMPLEX SOILS THAT CONTAIN BOTH B AND C SOILS
SHOULD BE CONSIDERED AS C SOILS AND THE C/D SOILS
SHOULD BE CONSIDERED AS D.
B) THE AREAS FOR GRASS CHANNELS CAN BE CONSIDERED AS
OPEN SPACE.
C) INCLUDE E. COLI TMDL IN THE COMPLIANCE TABLE.
D) PROVIDE LATITUDE AND LONGITUDES TO AT LEAST FOUR
DECIMAL PLACES FOR EACH BMP.
E) LABEL THE OUTFALLS IN PLAN REVIEW.
F) IN THE OUTFALL TABLE SHOW THE DECIMAL PLACES TO AT
LEAST FOUR DECIMAL PLACES FOR THE LATITUDE AND
LONGITUDE.
33. ON SHEET C-11, THE HGL CALCULATIONS DO NOT MATCH WHAT
WAS PROVIDED UNDER SEPARATE COVER. CLARIFY.
34. PROVIDE LANDSCAPE PLAN.
35. 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.
36. 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)
37. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
38. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
39. 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)
40. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
41. 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.
42. 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.
43. 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 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
C. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $2700
D. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
E. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================

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