Thanksgiving Holiday Closings... MORE

Hover here for Site Tools
Site Plan Review Comments
All Site Plan Review Comments for Case # 16PR0193
Modify comments view for Case # 16PR0193

Go to Case Selection Form or Go to Project List

 
CASE NO: 16PR0193 STATUS: APPROVED - ADMIN
PROJECT NAME: GOD'S MIRACLE CHURCH - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 03 09/15/16 10/06/16 ******** ********
ENVIR.ENGR.-: 03 09/15/16 10/06/16 AMENDED* 10/11/16 DLD 706-2031
FIRE DEPT.--: 03 09/15/16 10/06/16 COMPLETE 09/22/16 AWB 717-6167
HOUSE NUMBER: 03 09/15/16 10/06/16 ******** 06/03/16 AMJ 768-7549
MAPPING/GIS-: 03 09/15/16 10/06/16 COMPLETE 09/30/16 AMJ 768-7549
PLANNING----: 03 09/15/16 10/06/16 COMPLETE 10/11/16 JJD 717-6191
TRANSPORT.--: 03 09/15/16 10/06/16 COMPLETE 09/23/16 SJA 751-4461
UTIL.PLAN.--: 03 09/15/16 10/06/16 COMPLETE 09/22/16 TVM 751-4435
UTILITIES---: 03 09/15/16 10/06/16 ******** 06/03/16 WBP 751-4336
UTIL.R.O.W.-: 03 09/15/16 10/06/16 ******** ********
VDOT--------: 03 09/15/16 10/06/16 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : W.B. PAYNE III/748-4336
NAME OF PLAN : GOD'S MIRACLE CHURCH
ADDRESS : 7629 ELKHARDT ROAD
SUBMISSION DATE : 01/21/16
PLAN DATED : 12/29/15
REVIEW DATE : 02/02/16
SITE PLAN NO. : 16PR0193
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW :
PLAT PROCESS :
1. ADD THE UTILITIES PROJECT NUMBER 16-0010 TO THE COVER
SHEET.
2. ADD THE FOLLOWING UTILITIES CONTACT INFORMATION TO THE
PLAN: W.B. PAYNE III, PRINCIPAL ENGINEER, 804-748-4336,
PAYNEW@CHESTERFIELD.GOV
3. THERE ARE DUPLICATES OF SHEET C3.0 IN ONE OF THE
UTILITIES REVIEW SETS. PLEASE ENSURE THAT ALL FINAL PLAN
SETS CONTAIN ONLY ONE COPY OF EACH SHEET.
4. ADD THE MISS UTILITY NOTE, AS CURRENTLY SHOWN ON SHEETS
C3.0 AND C4.0, TO THE COVER SHEET.
5. ADD A UTILITIES MATERIALS LIST (TABLE OF QUANTITIES) TO
THE PLAN. PLEASE DELINEATE BETWEEN ANY PUBLIC AND PRIVATE
WATER OR SEWER QUANTITIES. IT IS UTILITIES PREFERENCE THAT
THE TABLE OF QUANTITIES BE PLACED ON THE COVER SHEET IF AT
ALL POSSIBLE AND ON THE UTILITY SHEET IF NOT.
6. ADD DETAIL DES-2 TO THE PLAN. ALL CHESTERFIELD COUNTY
UTILITY DETAILS MAY BE FOUND ONLINE USING THE FOLLOWING
LINK: HTTP://WWW.CHESTERFIELD.GOV/UTILITIES.ASPX?ID=2768
7. LABEL THE SIZES AND TYPES OF MATERIALS FOR THE EXISTING
10" AC AND 8" PVC SEWER LINES ON SHEET C4.0 AND ADD THE AS
BUILT DRAWING NUMBERS TO THE LINES FOR REFERENCING.
PERTINENT WATER AND SEWER AS-BUILT INFORMATION MAY BE
OBTAINED FROM THE UTILITIES DEPARTMENT BY EMAILING
SWAVAILABILITY@CHESTERFIELD.GOV OR BY VISITING THE
DEPARTMENT OF UTILITIES BUILDING AT 9840 GOVERNMENT
CENTER PARKWAY.
8. SHOW THE 16' SEWER EASEMENT FOR THE EXISTING 8" PVC
SEWER LINE PER THE ENCLOSED RECORD DRAWING (RD) AND LABEL
THE RECORDATION INFORMATION ON SHEET C4.0. AS SHOWN ON THE
RD, THE EASEMENT IS LOCATED ON BOTH THE EAST AND WEST SIDE
OF TACONY DRIVE.
9. SHOW THE SEWER EASEMENT FOR THE EXISTING 10" AC SEWER
LINE (RUNNING NORTH TO SOUTH) ON SHEET C4.0. A SINGLE
VERTICAL BM IS SHOWN ON SHEET C3.0. PLEASE ADD A SECOND BM
LOCATION FOR A MINIMUM OF TWO VERTICAL BM'S. IT IS UTILITI
PREFERENCE THAT TWO BM'S ARE SHOWN ON THE UTILITY PLAN
SHEET, C4.0.
10. LIST WHICH VERTICAL DATUM IS BEING USED.
11. THE EXISTING 12" WATERLINE ALONG ELKHARDT ROAD, NEAR T
INTERSECTIONS OF TACONY DRIVE AND SCHLOSS ROAD, MUST BE
REVISED TO REFLECT THE ENCLOSED WATERLINE AND VALVE LOCATI
PDF. THIS INCLUDES THE "JOG" IN THE 12" WATERLINE. ALL
WATERLINES AND GV'S IN THIS INTERSECTION SHOULD BE LABELED
PER THE ENCLOSED PDF WITH SIZES AND TYPES OF MATERIAL (I.E
12" DI, 8" AC, ETC.). ADDITIONALLY, THE 8" STUB TO THE SOU
OF THE GV ON TACONY DRIVE SHOULD BE SHOWN ON SHEET C4.0.
12. ARE THERE EXISTING STRUCTURES LOCATED ON THE PARCEL? I
SO, WILL THEY BE DEMOLISHED AS PART OF THE PLAN? ALL
EXISTING STRUCTURES SHOULD BE SHOWN ON THE PLAN, AS
APPLICABLE, AND IT SHOULD BE NOTED IF THEY ARE TO BE
DEMOLISHED.
13. SHEET C4.0 INDICATES THE EXISTING WM IS TO BE REPLACED
WITH A 1 ½" WM. AS COUNTY GIS DOES NOT SHOW AN ACTIVE
ACCOUNT, PLEASE CONFIRM THERE IS AN EXISTING WM FOR THE
PARCEL AND IF SO, SHOW THE SIZE AND LOCATION OF THE EXISTI
WM ON THE PLAN.
14. RE: COMMENT #14, THE PLAN INDICATES A NEW WATER SERVIC
WILL BE PROVIDED; THEREFORE, A NOTE MUST BE ADDED TO THE
PLAN INDICATING THE EXISTING WATER SERVICE (IF PRESENT) MU
BE ABANDONED PER SECTION 3.06 OF THE WATER AND SEWER
SPECIFICATIONS
15. THE NEW WATER SERVICE MUST COMPLY WITH DETAIL MET-12.
PLEASE REMOVE THE PROPOSED TS&V, MODIFY SHEET C4.0 TO
REFLECT DETAIL MET-12, AND ADD THE MET-12 DETAIL TO THE
PLAN.
16. FYI, THE METER SIZING FORM SHOWN ON SHEET C1.5 INDICAT
A 1 ½" METER SIZE IS PROPOSED FOR THIS SITE. BASED UPON
ATTACHMENT B OF THE PROCEDURE FOR ESTIMATING WATER DEMANDS
A 1" WM IS REQUIRED FOR A TOTAL FIXTURE COUNT (74) AND
DEMAND (43) AS SHOWN ON THE FORM; THEREFORE, THE WM SIZE M
BE REDUCED.
17. ADD NOTES TO THE PLAN INDICATING THE LOCATIONS OF ALL
EXISTING MAINLINE GV'S LOCATED UPSTREAM AND DOWNSTREAM WHI
MAY NEED TO BE SHUT OFF WHEN MAKING THE PROPOSED WATER
SERVICE CONNECTION.
18. WILL THE OWNER BE CONSIDERING THE ADDITION OF AN
IRRIGATION SYSTEM AT THIS SITE IN THE FUTURE?
19. BE ADVISED THAT A PROFILE IS REQUIRED FOR ALL PROPOSED
PUBLIC WATERLINES AND MUST BE ADDED TO PLAN.
20. THE EXISTING 8" WATERLINE AT THE INTERSECTION SHOULD B
EXTENDED ALONG TACONY DRIVE TO A POINT NEAR THE ENTRANCE O
THE PROPERTY (SEE ENCLOSED SHEET C4.0 MARKUP PDF).
ULTIMATELY, THIS LINE WILL BE FURTHER EXTENDED TO CONNECT
WITH AN EXISTING 8" WATERLINE LOCATED APPROXIMATELY 1,450'
SOUTH ON TACONY DRIVE NEAR THE INTERSECTION OF COZY LANE.
NOTE THAT AN 8" GV SHOULD BE ADDED AT THE TEE HEADED SOUTH
WITH A 20' STICK (JOINT) OF PIPE TO FACILITATE FUTURE
EXTENSION.
21. WHEN PROPOSING THRUST RESTRAINT USING CONCRETE BLOCKIN
STANDARD DETAILS BLK-1 THROUGH BLK-5 MUST BE REFERENCED AN
ADDED TO THE PLAN AS APPLICABLE. PLEASE REMOVE THE GENERIC
DETAILS ON SHEET C1.5 AND ADD THE APPROPRIATE STANDARD BLK
DETAILS.
22. THE TACONY DRIVE SEWER AS-BUILT (ENCLOSED) SHOWS AN
EXISTING 6" LATERAL (L = 10') AT THE MH LOCATED ON THE
EAST SIDE OF THE ROAD. THE LOCATION OF THIS LATERAL
SHOULD BE FIELD VERIFIED AND THE PROPOSED BUILDING
LATERAL SHOULD BE SHOWN TYING INTO IT.
23. WILL THE CHURCH HAVE A KITCHEN FACILITY THAT PROVIDES
COMMERCIAL-TYPE COOKING?
24. THE OWNER IS 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 BILL PAYNE
(PAYNEW@CHESTERFIELD.GOV OR BY CALLING 804-748-4336). THE
BID PROPOSAL MUST BE BASED ON THE APPROVED SITE PLAN. BE
ADVISED THAT IF THE SITE PLAN IS REVISED AND REAPPROVED
SUBSEQUENT TO THE PREPARATION OR RECORDATION OF THE
UTILITIES CONTRACT, THE BID PROPOSAL SHALL BE REVISED
ACCORDINGLY AND A REVISED UTILITIES CONTRACT MAY BE
NECESSARY.
25. AFTER FINAL SITE PLAN APPROVAL, FOUR SETS TOTAL OF
THE APPROVED PLANS MUST BE SENT DIRECTLY TO THE UTILITIES
DEPARTMENT FOR OUR USE DURING CONSTRUCTION INSPECTION.
ENCLOSURES:
" TACONY DRIVE SEWER RECORD DRAWING
" WATERLINE & VALVE LOCATION DIAGRAM FOR ELKHARDT ROAD,
SCHLOSS ROAD, AND TACONY DRIVE
" SHEET C4.0 MARKUP
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : W.B. PAYNE III/751-4336
NAME OF PLAN : GOD'S MIRACLE CHURCH
ADDRESS : 7629 ELKHARDT ROAD
SUBMISSION DATE : 3/17/16
PLAN DATED : 3/15/16
REVIEW DATE : 04/11/16
SITE PLAN NO. : 16PR0193
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
1. LABEL THE EXISTING 8" AC SEWER LINE IN ELKHARDT ROAD.
2. PER COMMENT #8 FROM THE PREVIOUS UTILITY REVIEW COMMENT
ADD THE RECORDATION INFORMATION FOR THE EXISTING 16' SEWER
EASEMENT ALONG TACONY DRIVE (DB:1169; PG:619).
3. ADD A SEGMENT OF 10" SEWER FROM THE EXISTING MH ACROSS
TACONY DRIVE PER THE ENCLOSED TACONY DRIVE SEWER AS-BUILT
DRAWING AND THE SHEET C4.0 W/COMMENTS SKETCH.
4. REVERSE THE FLOW DIRECTION OF THE SEWER ON THE
EXISTING 10" AC LINE.
5. PLEASE DARKEN THE "ABANDONMENT" NOTES THAT REFERENCE
THE EXISTING WM AND SERVICE LINE ON SHEET C4.0 SINCE THE
WORK WILL BE PERFORMED AS PART OF THIS PLAN. ADDITIONALLY,
THE NOTE INDICATING THE ABANDONMENT OF THE WM AND SERVICE
LINE MUST CONFORM TO SECTION 3.06 SPECIFICATIONS SHOULD BE
CHANGED TO REFLECT SECTION 3.05. SECTION 3.06 WAS ERRANTLY
PROVIDED IN THE PREVIOUS REVIEW COMMENTS.
6. UTILITIES REQUIRES THAT DI PIPE BE INSTALLED WITHIN
THE RIGHT-OF-WAY. ADDITIONALLY, THE WATERLINE BORE MUST
COMPLY WITH DETAIL CAS-4, WHICH STIPULATES DI PIPE, NOT
PVC, MUST BE USED AS THE CARRIER PIPE INSIDE THE CASING.
THEREFORE, PLEASE DENOTE 8" CLASS 52 DI PIPE ON SHEET C4.0
AND ALSO ON THE PROFILE ON SHEET C4.1. FINALLY, THE
QUANTITIES ON SHEET C1.0 SHOULD BE REVISED TO REFLECT THIS
CHANGE.
7. RE: COMMENT #6, INDICATE ON BOTH PLAN AND PROFILE THAT
THE CASING WILL BE STEEL AND ADD THE REQUIRED THICKNESS
(T=0.500" REQUIRED WITHIN VDOT R/W).
8. NOW THAT THE 8" WATERLINE EXTENSION HAS BEEN SHOWN ON
THE PLAN, PLEASE BE ADVISED THE LIMITS OF THRUST RESTRAINT
MUST BE CALCULATED AND ADDED TO THE PROFILE. WHILE
TRADITIONAL CONCRETE BLOCKING IS STILL ACCEPTABLE,
UTILITIES PREFERS THE USE OF MECHANICAL THRUST RESTRAINT
SYSTEMS (FOR EXAMPLE, MEGALUG BY EBAA IRON, INC.) AND
THEREFORE THE REQUIRED LENGTHS OF RESTRAINT MUST BE SHOWN.
WHEN CALCULATING, PLEASE USE A PRESSURE OF 150 PSI.
9. THERE APPEAR TO BE EXISTING CULVERT PIPES LOCATED
BETWEEN WATERLINE STA'S 0+47 THROUGH 0+55, PLEASE CONFIRM?
IF SO, THESE PIPES MUST BE SHOWN AND LABELED ON THE
WATERLINE PROFILE ON SHEET C4.1. BE AWARE AN 18" MINIMUM
CLEARANCE IS REQUIRED. ADDITIONALLY, THE 8" WATERLINE
SHOULD BE INSTALLED ABOVE THE CULVERT PIPES IF CLEARANCES
ALLOW.
10. SHOW AND LABEL THE EXISTING 8" PVC SANITARY SEWER LINE
CROSSING (PER THE TACONY DRIVE SEWER AS-BUILT) ON THE
WATERLINE PROFILE.
11. SINCE THE WM SIZE HAS CHANGED FROM THE PREVIOUS
SUBMITTAL, LABEL THE SIZE OF THE CORPORATION STOP AND
SERVICE LINE (PUBLIC SIDE) ON SHEET C4.0. INCLUDE THE
SERVICE LINE MATERIAL. ADDITIONALLY, IF DETAIL MET-12 IS N
LONGER VALID IT CAN BE REMOVED FROM THE PLAN.
12. RE: THE END OF THE 8" WATERLINE, LOCATE THE 8" GV
DIRECTLY ADJACENT TO THE TEE ON BOTH PLAN AND PROFILE.
UTILITIES REQUIRES ONE FULL JOINT OF PIPE BE INSTALLED PAS
THE GV AT DEAD-ENDS. ADDITIONALLY, ADD A 2" BO AT THE END
OF THE WATERLINE STUB.
13. CHESTERFIELD FIRE NOTE #1 ON SHEET C1.0 STATES
"APPROVAL OF SITE PLAN DOES NOT INCLUDE THE DESIGN OF THE
FIRE SPRINKLER SYSTEM " WILL THE BUILDING HAVE A FIRE
SPRINKLER SYSTEM? IF SO, THE ASSOCIATED EXTERIOR DDC VAULT
MUST BE SHOWN ON THE PLAN AND THE LAYOUT AND WATER METER
LOCATION SHOULD GENERALLY CONFORM TO WHAT IS SHOWN IN THE
ENCLOSED WM-DDC VAULT LOCATION SKETCH. ADDITIONALLY, THE
APPROPRIATE FIR DETAIL(S) MUST BE ADDED TO THE PLAN. PLEAS
BE AWARE THE DDC VAULT IS PRIVATE AND LOCATED OUTSIDE THE
RIGHT-OF-WAY/EASEMENT HOWEVER THE WM MUST BE LOCATED WITHI
THE RIGHT-OF-WAY OR AN EASEMENT.
14. RE: CHESTERFIELD FIRE NOTE #2 ON SHEET C1.0 PLEASE BE
ADVISED UTILITIES REQUIRES A MINIMUM 8' SEPARATION BETWEEN
TREES AND PUBLIC UTILITIES. LIKEWISE, TREES MAY NOT BE
PLANTED WITHIN WATER OR SEWER EASEMENTS; WHILE BUSHES AND
SHRUBS MAY. IT IS NOTED APPROPRIATE 8'+ SEPARATION HAS
ALREADY BEEN PROVIDED ON LANDSCAPE SHEET L1.1.
15. AS PREVIOUSLY NOTED, THE OWNER IS 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 PROPOSAL BETWEEN THE DEVELOPER AND THE COUNTY APPROVED
UTILITIES CONTRACTOR AS WELL AS THE PROJECT'S INFORMATIONA
SHEET FOUND ON THE "DEVELOPER'S CHECKLIST". PLEASE SEND
THOSE TWO ITEMS TO THE ATTENTION OF BILL PAYNE
(PAYNEW@CHESTERFIELD.GOV OR BY CALLING 804-751-4336).
16. AFTER FINAL SITE PLAN APPROVAL, FOUR SETS TOTAL OF
THE APPROVED PLANS MUST BE SENT DIRECTLY TO THE UTILITIES
DEPARTMENT.
ENCLOSED IN SEPARATE EMAIL:
1. TACONY DRIVE SEWER AS-BUILT
2. SHEET C4.0 W/ COMMENTS SKETCH
3. WM-DDC VAULT LOCATION SKETCH
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : W.B. PAYNE III/751-4336
NAME OF PLAN : GOD'S MIRACLE CHURCH
ADDRESS : 7629 ELKHARDT ROAD
SUBMISSION DATE : 5/23/16
PLAN DATED : 5/12/16
REVIEW DATE : 06/03/16
SITE PLAN NO. : 16PR0193
COMMENTS : 3RD REVIEW-NOT APPROVED
TABLE REVIEW : ALLOWABLE
PLAT PROCESS :
1. IT IS NOTED THE PROPOSED FH AND WM WILL BE INSTALLED
BETWEEN THE EXISTING RIGHT-OF-WAY AND THE PROPOSED VARIABL
WIDTH RIGHT-OF-WAY DEDICATION; WHICH IS CURRENTLY PRIVATE
PROPERTY. PLEASE BE ADVISED THIS VARIABLE WIDTH RIGHT-OF-
WAY MUST BE DEDICATED PRIOR TO UTILITIES RELEASING AN
APPROVED PLAN FOR CONSTRUCTION.
2. THE UTILITY SPECIFICATIONS REQUIRE THAT TYPE K COPPER
SERVICE LINE BE INSTALLED BETWEEN THE MAIN AND THE WM
SETTER (PUBLIC SIDE); PLEASE REVISE SHEET 4.0 AND THE
QUANTITIES. ADDITIONALLY, SET THE WM BOX AT THE EDGE OF TH
ULTIMATE RIGHT-OF-WAY LINE.
3. RE: COMMENT #2, PLEASE BE AWARE THAT SINCE A 1" WM WILL
INSTALLED, CURRENT UTILITY SPECIFICATIONS ALLOW THE
CORPORATION STOP AND SERVICE LINE TO BE 1" IN SIZE.
HOWEVER, PLEASE BE ADVISED THAT UTILITIES RECOMMENDS THE
CORPORATION STOP AND SERVICE LINE BE SIZED AT LEAST ONE-
SIZE LARGER THAN THE METER SIZE FOR COMMERCIAL
APPLICATIONS; I.E. 1 ½" MINIMUM IN THIS CASE.
AS PREVIOUSLY NOTED, THE OWNER IS REQUIRED TO ENTER INTO A
COUNTY UTILITIES CONTRACT PRIOR TO THE START OF
CONSTRUCTION.
AFTER FINAL SITE PLAN APPROVAL, A TOTAL OF FOUR SETS OF TH
APPROVED PLANS MUST BE SENT DIRECTLY TO THE UTILITIES
DEPARTMENT.
ADDITIONALLY, COMMENTS #2 AND #3 MAY BE ADDRESSED BY
SLIPSHEETING SHEET C4.0 AND SLIPSHEETING OR REDLINING
SHEETS C1.0 AND L1.1.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE #: W.B. PAYNE III/751-4336
NAME OF PLAN: GOD'S MIRACLE CHURCH
ADDRESS: 7629 ELKHARDT ROAD
SUBMISSION DATE: 9/16/16
PLAN DATED: 9/13/16
REVIEW DATE: 9/21/16
SITE PLAN NUMBER: 16PR0193
COMMENTS: 4TH REVIEW - APPROVED
TABLE REVIEW: N/A
PLAT PROCESS:
THIS PLAN IS NOW APPROVABLE BY UTILITIES.
THE OWNER IS 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 I
RECEIPT OF THE "ACCEPTED" BID PROPOSAL 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 TWO ITEMS TO
THE ATTENTION OF BILL PAYNE (PAYNEW@CHESTERFIELD.GOV OR
BY CALLING 804-751-4336). THE BID PROPOSAL MUST BE BASED
ON THE APPROVED SITE PLAN. BE AWARE THAT IF THE SITE PLAN
REVISED AND REAPPROVED SUBSEQUENT TO THE PREPARATION OR
RECORDATION OF THE UTILITIES CONTRACT, THE BID PROPOSAL
SHALL BE REVISED ACCORDINGLY AND A REVISED UTILITIES
CONTRACT MAY BE NECESSARY.
AFTER FINAL SITE PLAN APPROVAL, A TOTAL OF FOUR SETS OF TH
APPROVED PLAN MUST BE SUBMITTED TO THE UTILITIES
DEPARTMENT FOR OUR USE DURING CONSTRUCTION INSPECTION.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: GOD'S MIRACLE CHURCH
SITE PLAN NUMBER: 16PR0193
LATEST PLAN DATE: 12/29/15
DEPT. REC'D. DATE: 01/21/16
SUBMITTAL NUMBER: ONE
REVIEW DATE: 02/09/16
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: R/W DEDICATION
1. PRIOR TO SITE PLAN APPROVAL, DEDICATE 35 FEET OF RIGHT-
OF-WAY ALONG THE ENTIRE PROPERTY'S FRONTAGE TO TACONY DR.
DIMENSION THE PROPOSED R/W LINE FROM THE CENTERLINE OF
TACONY DRIVE.
2. TACONY DRIVE COMMENTS:
A. CONFIRM/VERIFY STATE ACCEPTANCE OF THE ROADWAY;
B. CONFIRM/VERIFY THE STATE ROUTE NUMBER. COUNTY GIS SHOW
AS ROUTE 2230 BUT STREET INDEX NOTES AS ROUTE 1686.
C. LABEL THE COUNTY CLASSIFICATION FOR TACONY DR
(COLLECTOR) PER THE COUNTY'S THOROUGHFARE PLAN.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: GOD'S MIRACLE CHURCH
SITE PLAN NUMBER: 16PR0193
LATEST PLAN DATE: 03/21/16
DEPT. REC'D. DATE: 03/22/16
SUBMITTAL NUMBER: TWO
REVIEW DATE: 03/22/16
RECOMMENDATION: SUBSTANTIAL APPROVAL
PLAT PROCESSING: R/W DEDICATION
PRIOR TO SITE PLAN APPROVAL, DEDICATE 35 FEET OF RIGHT-
OF-WAY ALONG THE ENTIRE PROPERTY'S FRONTAGE TO TACONY DR.
DIMENSION THE PROPOSED R/W LINE FROM THE CENTERLINE OF
TACONY DRIVE.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: GOD'S MIRACLE CHURCH
SITE PLAN NUMBER: 16PR0193
LATEST PLAN DATE: 05/12/16
DEPT. REC'D. DATE: 05/25/16
SUBMITTAL NUMBER: THREE
REVIEW DATE: 05/27/16
RECOMMENDATION: SUBSTANTIAL APPROVAL
PLAT PROCESSING: R/W DEDICATION
FINAL APPROVAL IS PENDING RIGHT-OF-WAY DEDICATION ALONG TH
ENTIRE PROPERTY'S FRONTAGE TO TACONY DR.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: GOD'S MIRACLE CHURCH
SITE PLAN NUMBER: 16PR0193
LATEST PLAN DATE: 09/13/16
DEPT. REC'D. DATE: 09/19/16
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 09/23/16
RECOMMENDATION: SUBSTANTIAL APPROVAL
PLAT PROCESSING: R/W DEDICATION
FINAL APPROVAL IS PENDING RIGHT-OF-WAY DEDICATION ALONG TH
ENTIRE PROPERTY'S FRONTAGE TO TACONY DR.
==========================================================
==========================================================
REVIEWER / PHONE #-----JEFF DOPP/717-6191
EMAIL------------------DOPPJ@CHESTERFIELD.GOV
NAME OF PLAN-----------GOD'S MIRACLE CHURCH
SITE PLAN NUMBER-------16PR0193
ADDRESS----------------6729 ELKHARDT ROAD
LATEST PLAN DATE-------12/29/15
DEPT. REC'D. DATE------01/13/16
DEPT. ACCEPTED DATE---01/19/16
SUBMITTAL NUMBER-------ONE
REVIEW DATE------------02/12/16
RECOMMENDATION--------- NOT APPROVED
TABLE REVIEW----------- NO
LANDSCAPE PLAN STATUS- REQUESTED
ARCHITECTURAL ELEVATIONS- REQUESTED
LIGHTING PLAN/CUTSHEETS--- REQUESTED
IRRIGATION/HOSEBIB PLAN--- REQUESTED
REVIEW COMMENTS:
01. PUT A REVISION DATE ON THE RESUBMITTED
PLANS. RESUBMIT 12 FULL SETS & 1 COPY OF
THE SITE PLAN SHEET TO THE PLANNING
DEPARTMENT FOR YOUR NEXT REVIEW.
02. PROVIDE A RESPONSE TO COMMENTS USING
THE SPACE BELOW EACH COMMENT TO
DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. NOTE ON WHAT SHEET
EACH REQUESTED CHANGE IS PROVIDED.
PROVIDE A TRANSMITTAL LETTER TO
DESCRIBE ANY CHANGES TO THE PLANS NOT
CAUSED BY STAFF REVIEW COMMENTS.
(CL X.X REPRESENTS CHECKLIST ITEM #)
03. PUT THE CHESTERFIELD COUNTY SITE PLAN NUMBER
16PR0193 IN THE LOWER RIGHT CORNER OF EACH SHEET.
04. SHEET C1.0: NEXT TO THE "DEVELOPMENT AREA" NOTE,
ADD "EMERGING GROWTH".
05. SHEET C1.0: ADD NOTE THAT READS "NO PRIVATE SCHOOL
OR DAY CARE USE IS PROPOSED UNLESS CONDITIONAL USE PERMIT
IS APPROVED BY THE BOARD OF SUPERVISORS".
06. SHEET C1.0: UNDER "SETBACK REQUIREMENTS", LABEL THE
SIDE YARD SETBACK FOR PARKING AND DRIVEWAYS AS 30' FOOT
WITH LANDSCAPE A.
07. IS THE GRAVEL DRIVE ADJACENT TO THE EAST PROPERTY
LINE EXISTING? IF YES, PLEASE LABEL AS "EXISTING GRAVEL
DRIVE TO BE REMOVED". THIS GRAVEL DRIVE MAY NOT BE
UTILIZED FOR THE CHURCH SINCE IT DOES NOT MEET REQUIRED
PARKING SETBACKS. PLEASE IDENTIFY ON PLANS WHAT WILL
BECOME OF GRAVEL DRIVE.EX."GRAVEL DRIVE TO BE
REMOVED AND REPLACED WITH LANDSCAPE PLANTINGS".
08. GIS AERIAL PHOTOS SHOW AN EXISTING DWELLING AND
ACCESSORY STRUCTURES ON THE PROPERTY. ARE THESE
STRUCTURES EXISTING? IF YES, PLEASE SHOW ON SHEET
C3.0. IF NO, PLEASE RESPOND TO COMMENT ACCORDINGLY.
09. SHEET C4.0: PER SEC. 19-505(B), MAKE SURE ALL
SETBACKS FROM PUBLIC ROADS ARE MEASURED FROM
THE ULTIMATE RIGHT OF WAY. LABEL THE EXISTING
RIGHT OF WAY AND THE ULTIMATE RIGHT OF WAY
ON ALL PUBLIC ROADS ON THE SITE PLAN, EVEN IF THE
ULTIMATE AND EXISTING RIGHT OF WAY IS THE SAME.
10. SHOW LOCATION OF ALL SOLID WASTE STORAGE AREAS
(DUMPSTERS/TRASH CANS). ANY SUCH STORAGE AREA
WITHIN 100 FEET OF AN R, R-TH, R-MF, OR A
DISTRICT SHALL HAVE THE ENCLOSURE CONSTRUCTED OF
MATERIALS SIMILAR TO THE BUILDING IT SERVES.
SOLID WASTE STORAGE AREAS SHALL OBSERVE THE
11. SOLID WASTE STORAGE SHALL NOT BE SERVICED BETWEEN
THE HOURS OF 9:00 P.M. AND 6:00 A.M. SUCH AREAS
SHALL BE PROMINENTLY POSTED WITH A SIGN NOT
TO EXCEED SIX SQUARE FEET PROVIDE SIGN DETAIL THAT
READS: NO SERVICE BETWEEN 9:00PM-6:00AM.
12. IS THERE ANY OUTSIDE STORAGE PROPOSED? IF YES,
PLEASE DESIGN SITE TO MEET THE REQUIREMENTS OF
SECTIONS 19.1-318 AND 19.1-319 OF THE ZONING
ORDINANCE.
14. PUT NOTE ON PLANS, "ANY SIGN IN EXCESS OF
EIGHT (8) SQUARE FEET REQUIRES A PERMIT. PERMIT
MUST BE OBTAINED THROUGH BUILDING INSPECTIONS
DEPARTMENT." IF A SIGN IS SHOWN ON THE SITE PLAN,
NOTE ON PLAN "SIGNAGE CONTINGENT UPON APPROVAL
THROUGH SIGN PERMIT REVIEW PROCESS."
15. IS ANY OUTDOOR MUSIC/OUTDOOR PUBLIC ADDRESS OR
INTERCOM SYSTEM PROPOSED? OUTDOOR PUBLIC
ADDRESS SYSTEMS ARE ALLOWED ONLY BY CONDITIONAL
USE, AND INTERCOMS ARE A RESTRICTED USE BEGINNING
IN C-2 DISTRICTS.
16. PER SEC. 19-519(A), PARKING LOTS MUST BE DESIGNED
TO INCLUDE 30 S. F. OF INTERIOR PARKING LOT LANDSCAPING
FOR EACH PARKING SPACE. PROVIDE A CALCULATION
FOR THE TOTAL NUMBER OF PARKING SPACES TIMES
30 S.F. TO DETERMINE TOTAL LANDSCAPE AREA WITHIN
PARKING LOT. (EXAMPLE: 100 PARKING SPACES X 30
S.F. = 3000 S.F. LANDSCAPE AREA IN PARKING LOT)
17. PER SEC. 19-519(B), THE TOTAL NUMBER OF TREES IN
A PARKING LOT SHALL BE 1 PER 200 S.F. OF LANDSCAPE
AREA IN THE PARKING LOT. SHOW THE CALCULATION
FOR TOTAL NUMBER OF TREES. (EXAMPLE: 3000 S.F.
LANDSCAPE AREA DIVIDED BY 200 S.F. PER TREE = 15 TREES)
18. PER SEC. 19-519(A & B), AT LEAST 50% OF THE TREES
SHALL BE LARGE MATURING TREES THAT ARE IN ISLANDS
WITH A MINIMUM WIDTH OF 15 FEET AND 250 S.F.
IN SIZE. SMALL MATURING TREES SHALL BE IN ISLANDS
WITH A MINIMUM WIDTH OF 9 FEET AND BE 150 S.F. IN SIZE.
19. PER SEC. 19.1-211: ANY STORM WATER MANAGEMENT
FACILITY OR BEST MANAGEMENT PRACTICES BASIN VISIBLE
TO THE PUBLIC SHALL BE LANDSCAPED OR OTHERWISE IMPROVED
SO THAT THE FACILITIES ARE VISUALLY ENHANCED. IMPROVEMENTS
SHALL INCLUDE LANDSCAPING OF SLOPED EDGES ABOVE
FULL WATER ELEVATION. IN ADDITION, FOUNTAINS (WET PONDS),
CURVILINEAR POND FORMS, VARIED CONTOURING OF LAND FORMS
(DRY PONDS), OR OTHER ENHANCEMENT METHODS MAY BE
REQUIRED AT THE TIME OF PLAN REVIEW. WHERE FENCING IS
PROVIDED, IT SHALL BE OF AN ORNAMENTAL DESIGN. THESE
REQUIREMENTS ARE IN ADDITION TO, AND SHALL NOT INTERFERE
WITH, OTHER REQUIREMENTS FOR BASIN DESIGN, ACCESS OR
MAINTENANCE. PLEASE PROVIDE DECORATIVE FENCE DETAIL
ON PLANS IF FENCE WILL BE UTILIZED.
20. REVIEWER HAS CONCERNS THAT THE CURB AND GUTTER
TERMINATING WHERE SHOWN NEAR THE ENTRANCE MAY
CAUSE FUTURE EROSION PROBLEMS AND THAT IT MAY BE
APPROPRIATE TO EXTEND THE CURB AND GUTTER. SHOW
ON PLANS ANY ADDITIONAL CURB AND GUTTER AS REQUIRED
BY ENVIRONMENTAL ENGINEERING. 19.1-238
21. PLEASE SHOW GRADING ELEVATIONS IMMEDIATELY
ADJACENT TO THE EAST PROPERTY LINE.
22. METES AND BOUNDS MUST BE PROVIDED ON ALL
PLAN SHEETS.
LANDSCAPE AND IRRIGATION PLAN
22. PLEASE HAVE LANDSCAPE PLAN PREPARED
BY ONE OF THE FOLLOWING: SEC. 19.1-27 E, THE
LANDSCAPE PLAN SHALL IDENTIFY THE STATE REGISTERED
LANDSCAPE ARCHITECT, NURSERYMAN, OR LANDSCAPE
DESIGNER PREPARING THE PLAN.
23. WHEN PREPARING THE LANDSCAPE PLAN PLEASE DESIGN
THE PLAN SO PLANT SPECIES ARE NOT LOCATED WITHIN THE
DRAINAGE SWALE ADJACENT TO THE EAST PROPERTY LINE
ENCUMBERING DRAINAGE.
24. THE LANDSCAPE PLAN SHALL SHOW THE FOLLOWING:
PER SEC. 19-517(A) AND (B), 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
SHOW THE FOLLOWING:
A. ALL EASEMENTS AND RIGHTS OF WAY, FIRE HYDRANT LOCATIONS
AND SITE LIGHTING LOCATIONS.
B. WIDTH OF PERIMETER YARDS AND BUFFERS AND THE
ORDINANCE STANDARD FOR THE PLANTING OF EACH YARD
AND/OR BUFFER - SHOW SEPARATE TABULAR CALCULATION OF
REQUIRED AND PROPOSED PLANTINGS FOR EACH YARD AND/OR
BUFFER.
C. SHOW CALCULATIONS FOR PLANTING OF INTERIOR PARKING LOT
AREAS (SEE SEC. D - PARKING - REVIEW COMMENTS 15-20).
D. SHOW BMP AREAS AND ADDRESS PER SEC. 19-518(I) IF
REQUIRED TO TREAT AS A VISUAL AMENITY.
E. IF A CONCEPTUAL PLAN IS SUBMITTED, SHOW ARRANGEMENT OF
ALL PLANTS AND IDENTIFY EACH AS LARGE OR SMALL DECIDUOUS
TREES, EVERGREEN TREES, MEDIUM SHRUBS, AND SMALL SHRUBS/
GROUNDCOVERS. THESE MAY BE KEYED TO A CONCEPTUAL PLANT
LIST SHOWING THESE PLANT TYPES AND THE QUANTITIES OF EACH.
F. IF A DETAILED LANDSCAPE PLAN IS SUBMITTED, SPECIFY THE
PLANTS AND THEIR REQUIRED SIZES FOR EACH OF THE PLANT TYPE
REQUIRED PER SEC. 19-518(B).
G. SHOW ALL AREAS OF EXISTING TREES TO REMAIN AND CLEARLY
LABEL AS SUCH. SEE SEC. 19-518(D) REGARDING REQUIREMENTS
FOR TREE PRESERVATION.
G. HEALTHY EXISTING TREES MAY BE CREDITED TOWARD PLANTING
REQUIREMENTS SO LONG AS EXISTING VEGETATION IS
REASONABLY DISTRIBUTED THROUGHOUT THE LENGTH OF THE SETBAC
AREA.
H. 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
I. ANY EXISTING TREES IN SETBACKS THAT ARE APPROVED FOR
REMOVAL SHALL BE SHOWN AS SUCH ON THE EROSION CONTROL,
GRADING AND LANDSCAPE PLANS.
J. PER SEC. 19-518(C), THE LANDSCAPE DESIGN SHALL BE
REQUIRED TO PROVIDE A PROFESSIONALLY ACCEPTABLE
COMPOSITION AND MIX OF VEGETATION.
K. PER SEC. 19-518(C), DECORATIVE WALLS AND FENCES,
HAVING A MINIMUM HEIGHT OF 36 INCHES, MAY REDUCE
THE AMOUNT OF REQUIRED PLANT MATERIALS AS DETERMINED
AT TIME OF SITE PLAN OR SCHEMATIC APPROVAL.
L. PROVIDE STANDARD COUNTY LANDSCAPE NOTES ON DETAILED
LANDSCAPE PLAN
M. 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.
25. PER SEC. 19-518(E), 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 SYST
FOR ALL AREAS OF NEW PLANTINGS.
THE COUNTY ALSO ACCEPTS A 3-YEAR CONTINUOUS
MAINTENANCE CONTRACT WITH A REPUTABLE LANDSCAPING
MAINTENANCE COMPANY. 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.
26. THE LANDSCAPE PLAN MUST INCLUDE STANDARD
LANDSCAPE NOTES. CONTACT JEFF DOPP IF YOU
NEED A COPY.
27. SUBMIT TWO SEPARATE COPIES OF THE IRRIGATION AND/OR
HOSE BIB PLAN MUST BE SUBMITTED DIRECTLY TO THE
PLANNING DEPARTMENT. THIS PLAN MUST BE APPROVED
PRIOR TO RELEASE OF THE BUILDING PERMIT. SHOW ALL
CONNECTIONS TO THE MAIN WATER LINE. HOSE BIBS
SHOULD BE SHOWN ON THE LANDSCAPE PLAN. AND
IRRIGATION HEADS AND COVERAGE AREAS NEED TO BE
SHOWN ON A SEPARATE IRRIGATION PLAN. (CL D.13)
SEC. 19-518(E).
LIGHTING
28. PER SEC. 19.1-205, SHOW ON THE LANDSCAPE PLAN
OR ADDITIONALLY ON A SEPARATE LIGHTING PLAN THE
LOCATION OF ALL EXTERIOR SITE LIGHTING MOUNTED
ON POLES, THE BUILDING, OR ON THE GROUND
AND HAVE THEM KEYED TO CUT SHEETS FOR EACH
LIGHT FIXTURE SHOWN ON THE PLAN.
29. PROVIDE CATALOGUE CUT-SHEETS FOR EACH EXTERIOR
LIGHT FIXTURE PROPOSED.
30. PER SEC. 19.1-205, SUBMIT A FOOT-CANDLE
OUTPUT DIAGRAM WHENEVER A SITE IS ADJACENT
TO A RESIDENTIAL DISTRICT AND DOCUMENT THAT
THE MAXIMUM ILLUMINATION DOES NOT EXCEED
0.5 FOOT CANDLES AT THE PROPERTY LINE WITH THE
RESIDENTIAL DISTRICT.
31. PER SEC. 19.1-205, 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.
ARCHITECTURE
32. PER SEC. 19-264(D) (18), PROVIDE 2 COPIES OF
RENDERINGS/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.
33. PER SEC. 19-570(B), SHOW THAT JUNCTION AND ACCESS
BOXES ARE EITHER SCREENED OR PAINTED TO MATCH THE BUILDING
34. PER SEC. 19-507(C), 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. SHOW ALL UNITS IN RELIEF
BEHIND PARAPETS AND/OR WALLS USED FOR SCREENING TO
SHOW THAT UNITS ARE FULLY SCREENED.
THIS COMPLETES THE FIRST REVIEW
##########################################################
##########################################################
REVIEWER / PHONE #-----JEFF DOPP/717-6191
EMAIL------------------DOPPJ@CHESTERFIELD.GOV
NAME OF PLAN-----------GOD'S MIRACLE CHURCH
SITE PLAN NUMBER-------16PR0193
ADDRESS----------------6729 ELKHARDT ROAD
LATEST PLAN DATE-------03/15/16
DEPT. REC'D. DATE------03/17/16
SUBMITTAL NUMBER-------TWO
REVIEW DATE------------04/04/16
RECOMMENDATION--------- NOT APPROVED
TABLE REVIEW----------- YES
LANDSCAPE PLAN STATUS- NOT APPROVED
ARCHITECTURAL ELEVATIONS- SEE COMMENT
LIGHTING PLAN/CUTSHEETS--- APPROVED
IRRIGATION/HOSEBIB PLAN--- APPROVED
REVIEW COMMENTS:
01. PUT A REVISION DATE ON THE RESUBMITTED
PLANS. RESUBMIT 12 FULL SETS & 1 COPY OF
THE SITE PLAN SHEET TO THE PLANNING
DEPARTMENT FOR YOUR NEXT REVIEW.
02. PROVIDE A RESPONSE TO COMMENTS USING
THE SPACE BELOW EACH COMMENT TO
DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. NOTE ON WHAT SHEET
EACH REQUESTED CHANGE IS PROVIDED.
PROVIDE A TRANSMITTAL LETTER TO
DESCRIBE ANY CHANGES TO THE PLANS NOT
CAUSED BY STAFF REVIEW COMMENTS.
(CL X.X REPRESENTS CHECKLIST ITEM #)
03. THANK YOU FOR SHOWING LOCATION OF ALL
SOLID WASTE STORAGE AREA FOR TRASH CANS. PLEASE
PROVIDE AN ENCLOSURE DETAIL AND LABEL THAT THREE
SIDES WILL BE ENCLOSED. THE SCREENING MAY
CONSIST OF LATTICE SCREENING. PLEASE MAKE SURE
THE HEIGHT OF SCREENING FULLY SCREENS TRASH
CONTAINERS.
LANDSCAPE AND IRRIGATION PLAN
04. THE LOCATIONS OF SOME OF THE PROPOSED CLOUD
NINE EASTERN DOGWOOD AND AMERICAN HORNBEAM
PLANTS ARE NOT DROUGHT TOLERANT SPECIES AND ARE
LOCATED MORE THAN 100' FEET FROM READILY AVAILABLE
WATER SOURCE. PLEASE REPLACE THESE PLANTS THAT ARE
MORE THAN 100' FEET FROM THE HOSE BIB WITH NATIVE
UNADORNED CONCRETE BLOCK MATERIALS ARE NOT ALLOWED.
ARCHITECTURE
05. APPLICANT MAY CHOOSE TO SUBMIT ELEVATIONS
AT TIME OF BUILDING PERMIT PROCESS.IF YOU CHOOSE THIS OPTI
PLEASE ADVISE REVIEWER.
06. PLEASE BE ADVISED CORRUGATED METAL AND
UNADORNED CONCRETE BLOCK MATERIALS ARE NOT ACCEPTABLE
BUILDING FAçADE MATERIALS.
07. THE RENDERINGS/ELEVATIONS SUBMITTED DO NOT ADDRESS
PREVIOUS REVIEW COMMENTS. THE BUILDING PLANS SUBMITTED
ARE TECHNICAL SPECIFICATIONS THAT SHOW THE SKELETON
OF THE PROPOSED BUILDING AND DO NOT IDENTIFY EXTERIOR
MATERIALS. TECHNICAL SPECIFICATIONS WILL NEED TO BE
SUBMITTED AT TIME OF BUILDING PERMIT.
PER SEC. 19-264(D) (18), PROVIDE 2 COPIES OF
RENDERINGS/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. APPLICANT MAY CHOOSE TO SUBMIT ELEVATION
AT TIME OF BUILDING PERMIT PROCESS.IF YOU CHOOSE THIS OPTI
PLEASE ACCORDINGLY. PLEASE BE ADVISED CORRUGATED METAL AND
UNADORNED CONCRETE BLOCK MATERIALS ARE NOT ALLOWED.
08. PER SEC. 19-570(B), SHOW THAT JUNCTION AND ACCESS
BOXES ARE EITHER SCREENED OR PAINTED TO MATCH THE BUILDING
09. PER SEC. 19-507(C), 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. SHOW ALL UNITS IN RELIEF
BEHIND PARAPETS AND/OR WALLS USED FOR SCREENING TO
SHOW THAT UNITS ARE FULLY SCREENED.
##########################################################
##########################################################
REVIEWER / PHONE #-----JEFF DOPP/717-6191
EMAIL------------------DOPPJ@CHESTERFIELD.GOV
NAME OF PLAN-----------GOD'S MIRACLE CHURCH
SITE PLAN NUMBER-------16PR0193
ADDRESS----------------6729 ELKHARDT ROAD
LATEST PLAN DATE-------5/12/16
DEPT. REC'D. DATE------5/17/16
SUBMITTAL NUMBER-------THREE
REVIEW DATE------------06/20/16
RECOMMENDATION--------- APPROVED
TABLE REVIEW----------- YES
LANDSCAPE PLAN STATUS- APPROVED
ARCHITECTURAL ELEVATIONS- SEE COMMENT
LIGHTING PLAN/CUTSHEETS--- APPROVED
IRRIGATION/HOSEBIB PLAN--- APPROVED
REVIEW COMMENTS:
01. PUT A REVISION DATE ON THE RESUBMITTED
PLANS. RESUBMIT 12 FULL SETS & 1 COPY OF
THE SITE PLAN SHEET TO THE PLANNING
DEPARTMENT FOR YOUR NEXT REVIEW.
02.IF A RESUBMITTAL IS REQUIRED, PLEASE SUBMIT
A RESUBMITTAL FEE IN THE AMOUNT OF $350.00.
03. PROVIDE A RESPONSE TO COMMENTS USING
THE SPACE BELOW EACH COMMENT TO
DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. NOTE ON WHAT SHEET
EACH REQUESTED CHANGE IS PROVIDED.
PROVIDE A TRANSMITTAL LETTER TO
DESCRIBE ANY CHANGES TO THE PLANS NOT
CAUSED BY STAFF REVIEW COMMENTS.
(CL X.X REPRESENTS CHECKLIST ITEM #)
ARCHITECTURE
05. APPLICANT HAS CHOSEN TO SUBMIT ARCHITECTURAL
ELEVATIONS AT TIME OF BUILDING PERMIT PROCESS.
REVIEWER / PHONE #-----JEFF DOPP/717-6191
EMAIL------------------DOPPJ@CHESTERFIELD.GOV
NAME OF PLAN-----------GOD'S MIRACLE CHURCH
SITE PLAN NUMBER-------16PR0193
ADDRESS----------------6729 ELKHARDT ROAD
LATEST PLAN DATE-------9/13/2016
DEPT. REC'D. DATE------9/14/16
SUBMITTAL NUMBER-------FOUR
REVIEW DATE------------10/11/16
RECOMMENDATION--------- APPROVED
TABLE REVIEW----------- YES
LANDSCAPE PLAN STATUS- APPROVED
ARCHITECTURAL ELEVATIONS-AT TIME OF BUILDING PERMIT
LIGHTING PLAN/CUTSHEETS--- APPROVED
IRRIGATION/HOSEBIB PLAN--- APPROVED
REVIEW COMMENTS:
01. PUT A REVISION DATE ON THE RESUBMITTED
PLANS. RESUBMIT 12 FULL SETS & 1 COPY OF
THE SITE PLAN SHEET TO THE PLANNING
DEPARTMENT FOR YOUR NEXT REVIEW.
02. IF A RESUBMITTAL IS REQUIRED, PLEASE SUBMIT
A RESUBMITTAL FEE IN THE AMOUNT OF $350.00.
03. PROVIDE A RESPONSE TO COMMENTS USING
THE SPACE BELOW EACH COMMENT TO
DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. NOTE ON WHAT SHEET
EACH REQUESTED CHANGE IS PROVIDED.
PROVIDE A TRANSMITTAL LETTER TO
DESCRIBE ANY CHANGES TO THE PLANS NOT
CAUSED BY STAFF REVIEW COMMENTS.
(CL X.X REPRESENTS CHECKLIST ITEM #)
##########################################################
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : GODS MIRACLE CHURCH
PLAN NO. : 16PR0196
ADDRESS :
LATEST PLAN DATE : 12/29/15
RECEIVED DATE : 1/20/16
SUBMITTAL NUMBER : 1
REVIEW DATE : 2/9/16
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.
2. THE SITE BOUNDARY SURVEY IS MISSING. PLEASE
SUPPLY METES AND BOUNDS FOR EVERY SEGMENT ALONG THE
TRAVERSE TO INCLUDE CHORD BEARING AND DISTANCE FOR ALL
NON-TANGENT CURVES.
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : NANCY PARKER 751-4319
NAME OF PLAN : GODS MIRACLE CHURCH
PLAN NO. : 16PR0196
ADDRESS :
LATEST PLAN DATE : 3/15/16
RECEIVED DATE : 3/19/16
SUBMITTAL NUMBER : 2
REVIEW DATE : 4/20/16
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : AMY JOHANSON 768-7549
NAME OF PLAN : GODS MIRACLE CHURCH
PLAN NO. : 16PR0193
LATEST PLAN DATE : 5/12/16
RECEIVED DATE : 5/19/16
SUBMITTAL NUMBER : 3
REVIEW DATE : 6/3/16
RECOMMENDATION : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS / HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : GODS MIRACLE CHURCH
CASE NUMBER : 16PR0193
LATEST PLAN DATE : 9/13/16
RECEIVED DATE : 9/20/16
SUBMITTAL NUMBER : 4
REVIEW DATE : 9/30/16
ADDRESS : 1801 TACONY DR
STATUS : APPROVED
==========================================================
==========================================================
DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: NANCY PARKER
PHONE NUMBER: 751-4319
CASE NUMBER: 16PR0193
NAME OF PLAN:GODS MIRACLE CHURCH
ADDRESS: 1801 TACONY DR
DATE OF REVIEW:2/9/16 REVIEW # 1
STATUS: HOUSE NUMBERING NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS
CONCERNING THE COMMENTS BELOW.
1) ADDRESS FOR THIS PROJECT IS 1801 TACONY DR
2) LOCATION OF STREET ADDRESS SIGN IS NOT SHOWN.
(THE ADDRESS CAN BE PART OF YOUR MONUMENT SIGN.
THIS DOES NOT COUNT AS PART OF THE SQUARE FOOTAGE OF THE
SIGN. IF YOU ARE USING THE MONUMENT
SIGN FOR THE ADDRESS, A DETAIL OF THE MONUMENT SIGN
NEEDS TO BE ON THE SITE PLAN.)
3) SPECIFY THE MATERIAL THAT THE ADDRESS SIGN IS TO BE
MADE OF. (MATERIAL TO BE MORE DURABLE THAN WOOD).
==========================================================
==========================================================
DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: NANCY PARKER
PHONE NUMBER: 751-4319
CASE NUMBER: 16PR0193
NAME OF PLAN:GODS MIRACLE CHURCH
ADDRESS: 1801 TACONY DR
DATE OF REVIEW:4/20/16 REVIEW # 2
STATUS: HOUSE NUMBERING APPROVED
==========================================================
==========================================================
DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: AMY JOHANSON
PHONE NUMBER: 768-7549
CASE NUMBER: 16PR0193
NAME OF PLAN:GODS MIRACLE CHURCH
ADDRESS: 1801 TACONY DR
DATE OF REVIEW:6/3/16 REVIEW # 3
STATUS: HOUSE NUMBERING APPROVED
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: GOD'S MIRACLE CHURCH
SITE PLAN NUMBER: 16PR0193
ADDRESS: 6729 ELKHARDT ROAD
LATEST PLAN DATE: 12/29/15
DEPT. REC'D. DATE: 1/27/16
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 1/28/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. ADD A NOTE TO THE UTILITY PLAN STATING:
"THE 4.5 INCH DISCHARGE OF THE FIRE HYDRANT SHALL FACE
IN THE DIRECTION INDICATED BY THE ARROW ON THE PLAN."
2. ADD AN ARROW TO THE FIRE HYDRANT INDICATING WHICH
DIRECTION IT SHALL FACE.
3. 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.
4. SHOW THE NODE MAP AND RESULTS TABLE FOR THE PROPOSED
OR EXISTING HYDRANTS ON SITE SHOWING THE MAXIMUM FIRE
FLOW CAN BE ACHIEVED. WHEN MULTIPLE FIRE HYDRANTS ARE
USED THE COMBINED FLOW MUST BE SIMULTANEOUS.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: GOD'S MIRACLE CHURCH
SITE PLAN NUMBER: 16PR0193
ADDRESS: 6729 ELKHARDT ROAD
LATEST PLAN DATE: 3/15/16
DEPT. REC'D. DATE: 3/21/16
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 3/21/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
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: GOD'S MIRACLE CHURCH
SITE PLAN NUMBER: 16PR0193
ADDRESS: 6729 ELKHARDT ROAD
LATEST PLAN DATE: 5/12/16
DEPT. REC'D. DATE: 5/24/16
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 5/24/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
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: GOD'S MIRACLE CHURCH
SITE PLAN NUMBER: 16PR0193
ADDRESS: 6729 ELKHARDT ROAD
LATEST PLAN DATE: 9/13/16
DEPT. REC'D. DATE: 9/21/16
SUBMITTAL NUMBER: 4TH REVIEW
REVIEW DATE: 9/22/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : GOD'S MIRACLE CHURCH
ADDRESS : TACONY DR BETWEEN ELKHARDT RD AND
COZY LN
SITE PLAN NO. : 16PR0193
LATEST PLAN DATE : DECEMBER 29, 2015
DEPT. REC'D DATE : JANUARY 21, 2016
SUBMITTAL NUMBER : 1
REVIEW DATE : FEBRUARY 09, 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 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. A BENCHMARK MUST BE SHOWN WITH REFERENCE TO MEAN SEA
LEVEL. (CL-GENERAL 11)
04. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE
INTO A CONCRETE STRUCTURE. (CL-G&D 21)
05. 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.
06. IT IS RECOMMENDED TO BRING THE LIMITS OF DISTURBANCE
UNDERNEATH AN ACRE.
07. SHEET C5.0:
A) LABEL BOTTOM OF SWM FACILITY.
B) PROVIDE CALCULATIONS FOR ALL DITCHES.
C) CLARIFY HOW THE RUNOFF ALONG THE CURB AT THE
PROPOSED ENTRANCE ENTERS THE EXISTING DITCHES WITHI
VDOT ROW. AS IS CURRENTLY IT APPEARS TO FLOW DOWN
THE EMBANKMENT WITHOUT ANY EROSION CONTROL FEATURES
JUTE MESH OR A PG-2A WITH OUTLET PROTECTION MAY BE
WARRANTED AT THESE DISCHARGE LOCATIONS.
D) THE EMERGENCY SPILLWAY APPEARS TO DISCHARGE UPHILL.
IN ADDITION, THE SPILLWAY SHOULD BE MOVED AWAY FROM
THE CORNER OF THE STRUCTURE WHERE IT CAN HAVE AN
INCREASED EROSION AREA THROUGH VORTEX ACTION.
E) STRUCTURE 1 DOES NOT APPEAR TO MEET MINIMUM HEIGHT
FOR A DI-3C.
F) ALL POINTS OF INFLOW INTO THE BASIN MUST BE POINT
SOURCE. THE PROPOSED DITCH TO THE EAST MUST ENTER
INTO AN INLET AND DISCHARGE THROUGH CLOSED STORM
SEWER INTO THE BASIN.
G) PIPE 4 IS LABELED AS 12" RCP. ALL PIPES MUST BE 15
UNLESS IT'S THE FIRST 50' OF A STORM SEWER SYSTEM.
H) LABEL PIPES 6 AND 8 AS O-RING
I) PROVIDE GRADING FOR OUTFALL CHANNEL FROM PIPE 8 TO
THE EXISTING CULVERT.
08. SHEET C5.1:
A) SHOW ALL UTILITY CROSSINGS IN THE STORM SEWER
PROFILE AND LABEL SEPARATION.
B) SHOW OUTLET PROTECTION FOR PIPE 6 AND LABEL IN
PROFILE.
C) LABEL THE OUTLET PROTECTION FOR PIPE 8 TO BE AT 0%
AND SHOW THE RIP-RAP.
09. CALCULATIONS:
A) ENSURE THE WORK WITHIN VDOT ROW IS INCLUDED IN THE
WATER QUALITY AND QUANTITY ANALYSIS.
B) IN THE CALCULATIONS ENSURE SOIL TYPE 157B IS TREATE
AS A C OR D SOIL.
C) IN THE VRRM SPREADSHEET USE THE 2011 SPECIFICATIONS
D) THE DISTURBED AREA ON THE COVER SHEET AND IN THE
VRRM CALCULATIONS ARE INCONSISTENT. VERIFY
DISTURBANCE AMOUNT.
E) IN THE CHANNEL PROTECTION ANALYSIS:
1) THE PREDEVELOPED 1-YEAR RAINFALL IS HIGHER THAN
THE OTHER 1-YEAR RAINFALLS.
2) SINCE THE SITE DISTURBANCE IS OVER AN ACRE, ALL
OUTFALLS USING ENERGY BALANCE MUST USE A 0.8
IMPROVEMENT FACTOR INSTEAD OF THE 0.9 SHOWN.
3) CLARIFY HOW THE RV VALUES WERE OBTAINED.
4) THE FORESTED AREAS SITE AREA DOES NOT APPEAR TO
MATCH THE POST DEVELOPED + OFF-SITE AREA. VERIF
AREAS USED IN ANALYSIS.
F) PROVIDE EXISTING CONDITION ROUTINGS.
G) IN THE HGL AND STORMWATER CALCULATIONS, THE PIPE
GEOMETRY FOR PIPES 2 AND 4 DOES NOT MATCH WHAT IS O
PLANS.
H) IN THE ROUTING CALCULATIONS PROVIDE THE STRUCTURE
CONFIGURATION.
I) PROVIDE 1-YEAR ROUTING CALCULATIONS.
J) IT DOES NOT APPEAR THE EMERGENCY SPILLWAY WAS
INCLUDED IN THE ROUTING CALCULATIONS
K) CLARIFY HOW THE SITE IS COMPLYING WITH FLOOD
PROTECTION CRITERIA. IT DOES NOT APPEAR THE SITE I
USING Q10 POST TO PRE.
L) LABEL THE SPREAD CALCULATIONS WITH THE STRUCTURE
NUMBERS.
M) CULVERT CALCULATION:
1) PROVIDE CULVERT CALCULATION FOR EXISTING CULVERT
TO THE SOUTH.
2) CLARIFY THE Q USED IN THE OUTFALL 1 CULVERT
CALCULATION. IT IS A DUAL PIPE; HOWEVER THE Q/B
IS FOR A SINGLE PIPE.
3) PROVIDE A 2, 10, AND 100-YEAR CALCULATION FOR
BOTH CULVERTS.
4) THE CONTROLLING HEADWATER APPEARS TO BE 150'
HIGHER THAN THE ROADWAY. VERIFY INFORMATION USE
IN THE CALCULATION.
10. 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)
11. PROVISIONS MUST BE MADE IN THE SEQUENCE OF CONSTRUCTIO
TO ALLOW ALL PROPOSED SEDIMENT TRAPS AND BASINS TO
REMAIN IN PLACE UNTIL ALL ONSITE CONTRIBUTING AREAS AR
STABILIZED. (CL-EC 7)
12. THE CONSTRUCTION ENTRANCE MUST BE GRAPHICALLY SHOWN ON
THE PLANS AND CONSTRUCTED AS WIDE AS THE PROPOSED
PERMANENT ENTRANCE. (CL-EC 9)
13. 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)
14. SAFETY FENCE (STD. & SPEC 3.01) IS REQUIRED AROUND ALL
SEDIMENT TRAPS AND SEDIMENT BASINS. (CL-EC 15)
15. 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)
16. 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)
17. ANY SOIL STOCKPILE AREA MUST BE LOCATED ON THE PLANS.
SILT FENCE MUST BE PROVIDED AROUND THE PERIMETER.
(CL-EC 39)
18. ALL SILT MUST BE CLEANED FROM THE SEDIMENT BASIN PRIOR
TO CONVERSION TO THE SWM/BMP. A NOTE MUST BE PROVIDED
IN THE EROSION CONTROL NARRATIVE. (CL-EC 41)
19. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
1. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER/BMP
DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE
OF A BUILDING PERMIT FOR THIS PROJECT. (CL-EC 42B)
2. 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)
3. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND AND CERTIFICATE OF OCCUPANCY.
4. A VDOT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT
PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT.
(CL-EC 42D)
20. SHEET C1.4:
A) IN THE OUTLET PROTECTION DETAIL, SPECIFY A MINIMUM
OF 2' OF CLASS 1 RIP-RAP AT 0% SLOPE WITH FILTER
FABRIC.
B) THE SEDIMENT TRAP CALCULATION SHOULD BE BASED ON
0.84 ACRES SINCE THE STORMWATER WILL BE DISCHARGED
INTO IT THROUGH THE PROPOSED STORM SEWER PRIOR TO
CONVERSION TO A BMP.
21. SHEET C3.0:
A) PROVIDE DRAINAGE AREA INFORMATION TO EXISTING DUAL
CONCRETE PIPES TO THE NORTH.
B) PROVIDE TEMPORARY SEEDING FOR DIVERSION DIKES AND
TRAP.
C) PROVIDE AN EXCAVATED PIT (AND DETAIL) FOR THE SFB T
THE NORTH.
D) MINIMIZE THE LOD TO ONLY WHAT IS NEEDED TO INSTALL
PHASE 1 ESC DEVICES.
E) IT IS SUGGESTED TO PULL IN THE SILT FENCE TO THE
NORTH EAST NEAR THE PROPOSED 224 CONTOUR.
F) AMEND THE PHASE 1 ESC SEQUENCE OF CONSTRUCTION NOTE
1 TO STATE THAT THE VSMP NEEDS TO OBTAINED THROUGH
CHESTERFIELD COUNTY.
22. SHEET C6.0:
A) PROVIDE PHASE II SEQUENCE OF CONSTRUCTION.
B) PROVIDE OFFSITE CONTOURS.
C) THE DRAINAGE AREA FOR MEADOW PARK TO THE EAST SHOUL
GO TO THE ROW FOR THE SUBDIVISION STREET.
23. PER ENVIRONMENTAL ENGINEERING POLICY, A STORMWATER
COMPLIANCE SHEET(S) IS REQUIRED FOR PROJECTS UTILIZING
PART IIB OF THE CURRENT VSMP REGULATIONS. THE
FOLLOWING INFORMATION IS REQUIRED TO BE SHOWN ON THE
SHEET(S):
A. THE STORMWATER COMPLIANCE AND STORMWATER OUTFALL TABLE
FOR PART IIB (AVAILABLE ON THE ENVIRONMENTAL
ENGINEERING WEBSITE UNDER "DOCUMENT AND 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 IS NO
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 TREATMENT VOLUME, 1-YEAR, 2-
YEAR, 10-YEAR, AND 100-YEAR WATER SURFACE ELEVATIONS
WITH THEIR RESPECTIVE VOLUMES.
G. INCREMENTAL DRAINAGE AREAS TO EACH BMP AND THE LAND
COVER TYPES WITHIN EACH BMP DRAINAGE AREA.
H. DRAINAGE AREA MAP SHOWING:
A) THE 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.
B) WHERE THE SITE IS 1% OR LESS THAN THE ENTIRE
DRAINAGE AREA OR;
C) WHERE THE UNATTENUATED FLOW IS 1% OR LESS THAN THE
FLOW AT THAT POINT OR;
D) 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.
I. PROVIDE CHANNEL AND FLOOD PROTECTION CALCULATIONS.
J. PROPOSED EASEMENT LOCATIONS.
24. VEHICULAR SAFETY MEASURES ARE REQUIRED ALONG PARKING
SPACES AND DRIVE AISLES ADJACENT TO RETENTION AND
DETENTION FACILITIES. (CL-CBPA 10)
25. THE ENTIRE BASIN 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)
26. 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)
27. METES AND BOUNDS MUST BE PROVIDED ON THE PLAN SHEET FO
SWM/BMP EASEMENTS AND ACCESS EASEMENTS. (CL-CBPA 16)
28. A MINIMUM 12 FOOT WIDE RAMP MUST BE PROVIDED FROM THE
ACCESS GATE TO THE BOTTOM OF THE SWM/BMP FACILITY. TH
SLOPE CANNOT EXCEED 6:1. (CL-CBPA 17)
29. ALL SWM/BMP FACILITIES WHICH ARE 4 FEET OR LESS IN
DEPTH AND ONE ACRE FEET OR LESS IS SURFACE AREA MUST
PROVIDE A SAFETY BENCH OR BE ENCLOSED WITHIN A 6 FOOT
HIGH PERIMETER FENCE. A VEGETATIVE BARRIER MAY BE
SUBSTITUTED FOR THE FENCE, HOWEVER A PERFORMANCE BOND
MUST BE PROVIDED FOR THE COST AND INSTALLATION OF THE
PLANT MATERIALS. A GATE MUST ALSO BE PROVIDED WHICH
ALIGNS WITH THE 20 FOOT ACCESS EASEMENT. (CL-CBPA 18)
30. A 50' VEGETATIVE PERIMETER YARD IS REQUIRED AROUND
THE BASIN MEASURED FROM THE 100 YEAR WATER SURFACE
ELEVATION OR THE DOWNSTREAM TOE OF DAM, WHICHEVER
APPLIES, BETWEEN THE BASIN AND ANY RESIDENTIAL PARCEL.
THIS AREA MUST BE INCLUDED WITHIN THE LIMITS OF THE
SWM/BMP EASEMENT. (CL-CBPA 20)
31. PERFORATIONS IN THE RISER MUST BE PRECAST, NOT FIELD
MADE. PLEASE ADD A NOTE TO THE RISER DETAIL.
(CL-CBPA 26)
32. ALL BARREL AND RISER ASSEMBLIES MUST BE "O-RING"
CONCRETE PIPE, NO SMALLER THAN 15 INCHES IN DIAMETER.
(CL-CBPA 29)
33. THE EMBANKMENT MUST HAVE AN IMPERMEABLE CLAY CORE KEYE
INTO THE NATURAL GROUND. PLEASE SHOW A DETAIL.
(CL-CBPA 32)
34. 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. (CL-CBPA 42)
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. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
37. 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)
38. 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)
39. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND AND CERTIFICATE OF OCCUPANCY.
40. 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.
41. 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.
42. 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 $2,700
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 : GOD'S MIRACLE CHURCH
ADDRESS : TACONY DR BETWEEN ELKHARDT RD AND
COZY LN
SITE PLAN NO. : 16PR0193
LATEST PLAN DATE : MARCH 15, 2016
DEPT. REC'D DATE : MARCH 21, 2016
SUBMITTAL NUMBER : 2
REVIEW DATE : APRIL 15, 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 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. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
1. A VDOT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT
PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT.
(CL-EC 42D)
04. SHEET C2.0:
A) RELABEL THE NATURAL VEGETATIVE AREA EASEMENT TO VSM
EASEMENT.
05. SHEET C3.0:
A) SHOW ESC FOR THE BORE PIT.
B) PROVIDE A BREAK IN THE SILT FENCE BELOW THE SEDIMEN
TRAP.
06. SHEET C4.0:
A) PROVIDE MOUNTABLE CURB IN FRONT OF THE BMP ACCESS
PATH.
07. SHEET C5.0:
A) EXTEND ACCESS EASEMENT FOR BMP TO ROW.
B) REMOVE FENCE FROM EMERGENCY SPILLWAY.
C) THE HEIGHT FOR STRUCTURE 1 APPEARS INCORRECT.
D) REFERENCE THE SHEET NUMBER FOR THE DETAIL OF THE
HEADWALL.
E) THE OUTFALL FOR THE BYPASS DITCH USES HDPE. THIS
OUTFALL IS WITHIN THE BMP EASEMENT AREA AND WILL
NEED TO BE CONCRETE.
F) PROVIDE RIP-RAP AT THE END OF THE EMERGENCY
SPILLWAY.
G) PROVIDE PLUNGE POOL FOR THE BASIN OUTFALL PIPE.
H) THE PAVED FLUMES FOR THE DITCHES SHOULD TIE INTO TH
DITCH SYSTEM AT A 45 DEGREE ANGLE OR LESS.
I) LABEL THE 50' VEGETATIVE BUFFER FOR THE POND FROM
RESIDENTIAL PROPERTY.
08. SHEET C5.1:
A) THE OUTFALL LATS/LONGS APPEAR TO BE FOR NEW KENT
COUNTY.
B) INCLUDE THE ROADSIDE DITCHES IN THE OUTFALL TABLE.
C) THE PROFILE HAS A 2-YEAR ELEVATION AND STORAGE;
HOWEVER, A 2-YEAR ROUTING WAS NOT PROVIDED. PROVID
2-YEAR ROUTING.
D) INCLUDE THE BASIN LAND USES IN THE COMPLIANCE TABLE
E) INCLUDE E. COLI AS A TMDL.
F) PROVIDE DETAIL FOR THE CLAY CORE.
09. SHEET C6.0:
A) THE CONSTRUCTION ENTRANCE SHALL FOLLOW THE GUTTER
PAN AND LIE WITHIN THE AREA BETWEEN THE TWO GUTTER
PANS.
B) CLARIFY THE PLAN FROM WHERE NOTE 11 ABOUT TENTATIVE
CONDITION #21 WAS OBTAINED.
10. SHEET C6.1:
A) PROVIDE SOILS INFORMATION.
B) PROVIDE PLANIMETRICS
C) THE GIS IS OVERLAPPING FIELD SURVEY. REMOVE GIS
CONTOURS WHERE THERE IS FIELD SURVEY.
11. PROVIDE A MAP WITH LAND USE AND HYDROLOGIC SOIL GROUP
HATCHINGS. THE MAP SHOULD QUANTIFY THE AMOUNTS IN
ORDER TO VERIFY AGAINST THE VIRGINIA RUNOFF REDUCTION
METHOD SPREADSHEET.
12. CALCULATIONS:
A) THE ENERGY BALANCE APPEARS TO BE USING INCHES FOR
THE RV FROM THE DRAINAGE AREA CALCULATIONS. SINCE
THE AREAS ARE NOT EQUIVALENT PRE TO POST, THE RUNOF
VOLUMES FROM THE ROUTINGS SHALL BE USED. THIS
APPEARS TO ALLOW A MAXIMUM Q OF 0.07 CFS.
B) THE QPOST OF 4.04 CFS IS GREATER THAN THE QPRE OF
1.41 CFS FOR THE 10-YEAR. PROVIDE DESIGN FOR THE
QPOST TO BE LESS THAN THE Q10 OR SHOW CAPACITY IN
THE SYSTEM TO A FLOODPLAIN OR 1% FLOW/DRAINAGE AREA
C) THE INVERT ELEVATION FOR THE EMERGENCY SPILLWAY DOE
NOT MATCH THE ELEVATION SHOWN IN THE PLAN SET.
D) THE Q USED FOR THE DUAL CULVERT APPEARS TO BE HALF
OF THE Q INSTEAD OF THE FULL Q. VERIFY FLOWS FOR
THE SYSTEM.
E) PROVIDE CALCULATIONS SHOWING HOW THE INCREASED FLOW
TO THE DITCH SYSTEMS COMPLIES WITH CHANNEL AND FLOO
PROTECTION CRITERIA.
13. 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.
14. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
15. 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)
16. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND AND CERTIFICATE OF OCCUPANCY.
17. 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.
18. 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.
19. 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 $2,700
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 : GOD'S MIRACLE CHURCH
ADDRESS : TACONY DR BETWEEN ELKHARDT RD AND
COZY LN
SITE PLAN NO. : 16PR0193
LATEST PLAN DATE : MAY 12, 2016
DEPT. REC'D DATE : MAY 23, 2016
SUBMITTAL NUMBER : 3
REVIEW DATE : JUNE 10, 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 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. SHEET C5.1:
A) PROVIDE OUTFALL LATITUDE AND LONGITUDE FOR OUTFALL
2.
B) LABEL ELEVATIONS IN THE CLAY CORE DETAIL.
C) ENSURE THE PRE AND POST DRAINAGE AREAS AND CURVE
NUMBERS IN THE OUTFALL TABLE MATCH THE PLANS
D) PROVIDE A CONCRETE LIP FOR THE PLUNGE POOL.
E) ENSURE THE LATITUDE AND LONGITUDE IN THE COMPLIANCE
TABLE IS FOR THE BMP AND NOT THE SITE OUTFALL.
04. SHEET C6.1:
A) PROVIDE PLANIMETRICS, THIS INCLUDES ROW LIMITS, CUR
LINES, AND STRUCTURE OUTLINES, ETC.
05. SHEET C7.0:
A) IN LIEU OF USING COLOR CODING, PROVIDE
DIFFERING HATCHING. THIS WILL ALLOW EASIER SCANNIN
AND READABILITY.
B) NOTE THE AREA OF THE POND CAN BE CONSIDERED OPEN
SPACE.
C) INCORPORATE INTO THE OVERALL PLAN SET.
06. CALCULATIONS:
A) PROVIDE THE OUTLET STRUCTURE CONFIGURATION FOR THE
ROUTINGS.
B) PROVIDE THE EXISTING CONDITION ROUTINGS.
C) IN THE ROUTINGS THE 1, 10, AND 100-YEAR ROUTING
DRAINAGE AREA AND C-VALUE DOES NOT MATCH WHAT IS
SHOWN ON THE PLANS.
D) PROVIDE ROUTING TO THE 18" CULVERT SHOWING THE QPOS
IS LESS THAN THE QPRE FOR THE 10-YEAR STORM EVENT O
SHOW CAPACITY IN THE SYSTEM TO A FLOODPLAIN OR 1%
FLOW/DRAINAGE AREA.
E) THE Q USED FOR THE DUAL CULVERT CALCULATION SHOULD
BE THE FULL Q FROM THE CALCULATION FOR THE DRAINAGE
AREA. THE Q/B IS THE FLOW PER BARREL AND SHOULD BE
HALF OF THE DRAINAGE AREA Q. VERIFY FLOWS FOR THE
SYSTEM.
F) IT DOES NOT APPEAR BASED ON THE TABLE ON SHEET C5.1
THAT THE SITE IS MEETING ENERGY BALANCE FOR BOTH
OUTFALLS. THE QDEVELOPED APPEARS TO BE THE SAME AS
QEXISTING AND AN IMPROVEMENT FACTOR HAS NOT BEEN
APPLIED. VERIFY INFORMATION IN THE TABLE.
07. 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.
08. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
09. 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)
10. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND AND CERTIFICATE OF OCCUPANCY.
11. 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.
12. 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.
13. 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 $2,700
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 : GOD'S MIRACLE CHURCH
ADDRESS : TACONY DR BETWEEN ELKHARDT RD AND
COZY LN
SITE PLAN NO. : 16PR0193
LATEST PLAN DATE : SEPTEMBER 13, 2016
DEPT. REC'D DATE : SEPTEMBER 20, 2016
SUBMITTAL NUMBER : 4
REVIEW DATE : OCTOBER 06, 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 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.
04. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
05. 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)
06. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND AND CERTIFICATE OF OCCUPANCY.
07. 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.
08. 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.
09. 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 $2,700
E. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
F. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================

Modify comments view for case # 16PR0193



Go to Case Selection Form or Go to Project List