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Subdivision Review Comments
All Subdivision Review Comments for Case # 17CP0090




For VDOT’s comments please contact Virginia Department of Transportation at (804) 674-2814 or send e-mail to Boris.Solomonov@VDOT.Virginia.gov

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CASE NO: 17CP0090 STATUS: PENDING APPROVAL
PROJECT NAME: GREENBRIAR WOODS SEC - LAST INTERNET UPDATE: 11/21/17
SUBMITTAL TYPE: CONSTRUCTION PLAN
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 02 09/21/17 10/12/17 ******** 04/21/17 LAG 706-2116
FIRE DEPT.--: 02 09/21/17 10/12/17 AMENDED* 09/28/17 JKL 748-1489
PLANNING----: 02 09/21/17 10/12/17 ******** ********
TRANSPORT.--: 02 09/21/17 10/12/17 COMPLETE 09/22/17 SES 751-4912
UTIL.PLAN.--: 02 09/21/17 10/12/17 ******** ********
UTILITIES---: 02 09/21/17 10/12/17 AMENDED* 10/23/17 LV 748-1863
UTIL.R.O.W.-: 02 09/21/17 10/12/17 ******** ********
VDOT--------: 02 09/21/17 10/12/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : LINNETTE VASQUEZ, P.E./748-1863
NAME OF PLAN : GREENBRIAR WOODS - SECTION 4
GPIN/ADDRESS : 792-639-2338
SUBMISSION DATE : 2/15/17
PLAN DATED : 2/9/17
REVIEW DATE : 3/6/17
SITE PLAN NO. : 17CP0090
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW :
PLAT PROCESS :
*
1. UTILITIES PROJECT 06-0136 NUMBER SHALL BE PLACED ON
THE LOWER RIGHT HAND CORNER OF EACH SHEET.
*
2. PROVIDE THE MOST RECENT SEWER HYDRAULIC ANALYSIS FOR
THIS SECTION ON PLANS.
*
3. REVISE VICINITY MAP TO CLEARLY SHOW LIMITS OF SECTION
AND LABEL ALL ADJACENT ROADS.
*
4. PROVIDE ALL APPLICABLE ITEMS ON LEGEND INCLUDING WATER
ITEMS TO LEGEND.
*
5. LABEL MATERIALS LIST WITH PRIVATE AND PUBLIC UTILITIES
DELINEATED. UPDATE ANY APPLICABLE QUANTITIES PER REVISIONS.
*
6. REVISE NOTE #4 IN THE UTILITIES STANDARD NOTES TO
"CONNECTIONS AT OR BELOW 122 FT ELEVATION". NOTE CLEARLY ON
PLANS ANY LOST GREATER THAN 80 PSI WHICH WILL BE REQUIRED
TO HAVE A PRV.
*
7. CLEARLY SHOW AND LABEL EXISTING FIRE HYDRANTS WITH
EXISTING VALVES ON TOSH LANE NEAR CONNECTION POINT.
*
8. CLEARLY LABEL ALL EXISTING AND PROPOSED WATER AND
SEWER LINES WITH SIZE AND MATERIAL AND COUNTY PROJECT
NUMBER AN ALL PLAN AND PROFILE VIEWS. REVISE ALL LABELS TO
EXISTING INSTEAD OF PROPOSED AS APPLICABLE.
*
9. CLEARLY SHOW AND LABEL ALL EXISTING SEWER EASEMENTS
FROM EXISTING MH # 16 TO MH #18 AND ALL OTHER EXISTING
EASEMENTS AS APPLICABLE.
*
10. LABEL HERITAGE DR ON PLAN VIEW AND CLEARLY LABEL RIGHT
OF WAY. LABEL SEPARATION DISTANCE FROM WATERLINE TO FACE OF
CURB.
*
11. PROVIDE A COPY OF NOTIFICATIONS TO ALL ADJACENT
PROPERTY OWNERS PRIOR TO PERFORMING ANY DESIGN AND/OR
SURVEYING WORK. COORDINATE WITH APPLICABLE ADJACENT
PROPERTY OWNERS IN REGARDS TO ANY POSSIBLE IMPACTS
INCLUDING BUT NOT LIMITED TO PROPERTY ACCESS.
*
12. PROVIDE A MINIMUM OF 10 HORIZONTAL FEET AT LOT #13 AND
#14 SERVICES WITH STORM SEWER.
*
13. PROVIDE EXACT VERTICAL SEPARATION DISTANCE AT ALL
SEWER AND STORM CROSSINGS.
*
14. SHOW ALL EXISTING HOUSES, BUILDINGS, FENCES, WELLS
AND OTHER STRUCTURES ARE SHOWN ON PLANS AS APPLICABLE. IN
LAWN OR KEPT AREAS, TREES AND SHRUBS IN THE EASEMENTS ARE
SHOWN (SIZE AND TYPE)
*
15. PROVIDE ELEVATIONS OF THE STREAM BED AND 100 YEAR
FLOOD ELEVATION AND NORMAL WATER ELEVATIONS AT STREAM
CROSSINGS.
*
16. PROVIDE LOCATION AND DIMENSIONS OF ALL EXISTING AND
PROPOSED WATER AND SEWER SERVICE CONNECTIONS. A TYPICAL
(TYP) OF EACH MAY BE LABELED PER SHEET.
*
17. INDICATE IF ANY IRRIGATION SYSTEM IS PROPOSED. A
BACKFLOW PREVENTION DEVICE IS REQUIRED FOR ALL RESIDENTIAL
IRRIGATION METERS. IF APPLICABLE SHOW DEVICE TYPE,
LOCATION, AND NOTE ON PLANS. PROVIDE IRRIGATION METER
SIZING FORM ON PLANS AND SEPARATE ATTACHMENT.
*
18. ENSURE THAT NO LIGHT POLES OR TREES LOCATED WITHIN ANY
WATER OR SEWER EASEMENT.
*
19. PROVIDE DETAIL NOTE ON PLAN SHEET AND COVER SHEET ON
WHICH SERVICES AND LATERALS ARE PROPOSED WITH THIS PROJECT
AND WHICH ONES ARE PROPOSED UNDER ANOTHER PROJECT. PROVIDE
UTILITIES PROJECT NUMBER(S). ADD LABEL TO SEWER LATERAL ON
LOT 7 AS PROPOSED UNDER THIS PROJECT.
*
20. MOVE FIRE HYDRANT ON LOT #25 CLOSER TO A PROPERTY
LINE. IT IS RECOMMENDED TO PUT FIRE HYDRANTS TOWARDS LOW
PLACES IN THE WATERLINE IF POSSIBLE. PROVIDE AN EASEMENT
FOR ANY FIRE HYDRANT LOCATED OUTSIDE OF RIGHT OF WAY.
*
21. PROVIDE A SEWER EASEMENT BETWEEN LOTS 13 AND 14 TO
PROVIDE ACCESS TO ADJACENT PROPERTIES.
*
22. PROVIDE A WATER EASEMENT BETWEEN LOTS 21 AND 22 TO
PROVIDE ACCESS TO ADJACENT PROPERTIES.
*
23. EXTEND SEWER LINES STUBS TO THE PROPERTY LINES AND ADD
MANHOLE AT END OF LINES FOR SEWER STUBS AT LOT 23, BETWEEN
LOTS 33 AND 34, AND AT END OF TOSH COURT.
*
24. LABEL AND PROVIDE MINIMUM OF 3.5 FEET OF WATERLINE
COVER AND 6 FOOT OF SEWER LINE COVER ON TOSH COURT PROFILE.
*
25. REVISE ALL WATER SERVICES AND SEWER LATERALS TO
PROVIDE ONLY ONE PER LOT. LOT #10,8 AND 12 HAVE TWO
PROPOSED.
26. REVISE LOCATION OF ALL WATER SERVICES AND SEWER
LATERALS AWAY FROM ALL DRIVEWAYS FOR ALL LOTS.
*
27. PROVIDE FIRE FLOW CALCULATIONS TO SHOW PROPOSED WATER
SYSTEM MEETS REQUIRED FLOW AND PRESSURE REQUIREMENTS PER
FIRE DEPARTMENT.
*
28. WATER MAIN STUBS ARE TO BE INSTALLED BEYOND THE EDGE
OF PAVEMENT AND AN EASEMENT PROVIDED WHERE APPLICABLE.
PROVIDE A VALVE AND A FULL "STICK" OF PIPE TO MINIMIZE
WATER SERVICE OUTAGE WHEN LINE MAY BE EXTENDED IN FUTURE.
*
29. CLEARLY SHOW AND LABEL DISTANCE FROM EXISTING VALVES
TO BE USED FOR CUT-OFF DURING TIE-IN TO PROPOSED CONNECTION
ON UTILITIES PLAN SHEET.
*
30. PROVIDE A 1 INCH COUNTY SERVICE LINE FOR ALL
RESIDENTIAL WATER SERVICE FROM THE MAIN TO THE METER WHICH
IS GREATER THAN 60 FEET FOR LOTS 8,9, 7, 14 AS APPLICABLE.
*
31. PROVIDE THRUST PROTECTION AT ALL BENDS, TRANSITIONS,
AND END OF LINES. CALCULATE AND LABEL LENGTH OF ALL
RESTRAINT JOINT PIPE SYSTEMS INCLUDING AT EXISTING PIPE
ENDS. CLEARLY SHOW AND LABEL ON PROFILE SHEET.
*
32. CLEARLY SHOW AND LABEL WIDTH OF PROPOSED EASEMENTS.
*
33. VERIFY LOCATION OF WATER SERVICES AND FLUSHING
HYDRANTS PER DETAIL WAT-5 FOR END OF TOSH TERRACE. PROVIDE
DETAIL ON PLANS.
*
34. VERIFY ALL SEWER LINES ARE DESIGNED WITH THE ENTRY
INTO THE MANHOLE BY THE PROPOSED SEWER LINES AT AN ANGLE OF
90 DEGREES OR GREATER TO THE DOWNSTREAM LINE. PROVIDE ALL
DEFLECTION ANGLES ON PLAN SHEET.
*
35. VERIFY ALL APPLICABLE MINIMUM FINISHED FLOOR AND
BASEMENT ELEVATIONS ARE SHOWN AS APPLICABLE. IF ANY LOTS
REQUIRE MINIMUM FINISH FLOOR (MFF) DESIGNATIONS. PROVIDE
THE FOLLOWING INFORMATION FOR EACH LOT WITH A MFF
DESIGNATION:
*
A. THE MINIMUM FINISH FLOOR (SEWER) ELEVATION.
*
B. A NOTE STATING THAT THE SEWER CONNECTION IS TO BE
INSTALLED AT 1% GRADE.
*
C. THE INVERT ELEVATION AT THE END OF THE SEWER
CONNECTION.
*
D. THE "LOT SHOT" GROUND ELEVATION AT THE APPROXIMATE
FRONT BUILDING LINE.
*
E. THE "BUILDING ENVELOPE" (WITH RESPECT TO PROVIDING
GRAVITY SANITARY SEWER SERVICE).
*
36. FIELD VERIFY SEWER AT TIE IN POINTS. LABEL INFORMATION
OBTAINED AS FIELD VERIFIED ON PROFILE SHEETS. ADD NOTE TO
PLANS THAT THE CONTRACTOR MUST ALSO FIELD VERIFY THE
INVERTS OF ALL EXISTING MANHOLES, GAS LINES, OTHER UTILITY
LINES PRIOR TO THE START OF CONSTRUCTION. VERIFY MATCHING
OF PIPE CROWN ELEVATIONS.
*
37. ANALYZE IF A DROP IS REQUIRED AT MH 19. IT IS
RECOMMENDED THAT CROWNS MATCH.
*
38. MANHOLE INSERTS ARE REQUIRED FOR ALL MANHOLES. THE
APPROVED INSERT IS PARSONS PMI3SE MANHOLE INSERT W/ VALVE,
GASKET, AND STRAP. NOTE ON PLANS.
*
39. NOTE THAT ALL PUBLIC WATER/SEWER LINES MUST EITHER BE
IN RECORDED EASEMENTS OR DEDICATED RIGHT OF WAY PRIOR TO
ACCEPTANCE BY UTILITIES.
*
40. LABEL APPROXIMATE LOCATION OF WATERLINE JUMPER.
NOTE THAT JUMPER IS NOT REMOVED UNTIL WATER ACCEPTANCE INTO
THE SYSTEM HAS BEEN ACHIEVED.
*
41. THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT PRIOR TO THE START OF CONSTRUCTION.
PRIOR TO THE PREPARATION OF THE UTILITIES CONTRACT,
UTILITIES MUST BE IN RECEIPT OF THE "ACCEPTED" BID 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 LINNETTE VASQUEZ
(VASQUEZL@CHESTERFIELD.GOV). 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.
*
42. AFTER FINAL SITE PLAN APPROVAL, SUBMIT THREE SETS OF
THE APPROVED PLANS DIRECTLY TO THE UTILITIES DEPARTMENT FOR
OUR USE DURING CONSTRUCTION INSPECTION. THIS IS IN
ADDITION TO THE ONE APPROVED SET FROM PLANNING (4 TOTAL
SETS).
***********************************************************
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : LINNETTE VASQUEZ, P.E./748-1863
NAME OF PLAN : GREENBRIAR WOODS - SECTION 4
GPIN/ADDRESS : 792-639-2338
SUBMISSION DATE : 4/17/17
PLAN DATED : 4/7/17
REVIEW DATE : 5/2/17
SITE PLAN NO. : 17CP0090
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW :
PLAT PROCESS :
*
1. REVISE UTILITIES CONTACT INFORMATION ON COVER SHEET TO
LINNETTE D. VASQUEZ, PE, SENIOR ENGINEER.
*
2. REGARDING PREVIOUS COMMENT #2, PROVIDE SEWER SHED MAP
FOR CORRESPONDING SEWER HYDRAULIC CALCULATIONS.
*
3. REGARDING PREVIOUS COMMENT # 4, REVISE LEGEND TO
INCLUDE ALL WATER ITEMS.
*
4. REGARDING PREVIOUS COMMENT # 5, REVISE MATERIAL LIST
AS PER COMMENTS INCLUDING ANY 1" WATER SERVICES REQUIRED.
*
5. REGARDING PREVIOUS COMMENT # 5, NOTE CLEARLY ON
PLANS ANY LOTS GREATER THAN 80 PSI WHICH WILL BE REQUIRED
TO HAVE A PRV.
*
6. REGARDING PREVIOUS COMMENT # 7, CLEARLY SHOW THE
EXISTING VALVE AS APPLICABLE ON TOSH LANE NEAR CONNECTION
POINT. LABEL IS SHOWN BUT NOT EXISTING VALVE.
*
7. REGARDING PREVIOUS COMMENT # 8, CLEARLY LABEL
WATERLINE ON HERITAGE DR. WITH SIZE AND MATERIAL. LABEL
EXISTING SEWER LINE WITH SIZE, MATERIAL, AND COUNTY PROJECT
# FROM RINGLE WAY TO THE CONNECTING MANHOLE # 18.
*
8. REGARDING PREVIOUS COMMENT #9, PROVIDE DEEDBOOK AND
PAGE NUMBER FOR ALL EXISTING SEWER EASEMENTS
FROM EXISTING MH # 16 TO MH #18 AND ALL OTHER EXISTING
EASEMENTS AS APPLICABLE.
*
9. REGARDING PREVIOUS COMMENT #10, CLEARLY LABEL RIGHT
OF WAY LINE ON PLAN VIEW.
*
10. REGARDING PREVIOUS COMMENT # 11, PROVIDE A COPY OF
NOTIFICATIONS TO ALL ADJACENT PROPERTY OWNERS PRIOR TO
PERFORMING ANY DESIGN AND/OR SURVEYING WORK. COORDINATE
WITH APPLICABLE ADJACENT PROPERTY OWNERS IN REGARDS TO ANY
POSSIBLE IMPACTS INCLUDING BUT NOT LIMITED TO PROPERTY
ACCESS.
*
11. REGARDING PREVIOUS COMMENT #12, MOVE WATER SERVICE FOR
LOT 14 TO OTHER PROPERTY LINE IN ORDER TO PROVIDE A MINIMUM
OF 10 HORIZONTAL FEET FOR ANY FUTURE SEWER LINE. ALSO
PROVIDE MINIMUM HORIZONTAL SEPARATION DISTANCE ON LOT 8
BETWEEN SEWER LATERAL AND STORM. MOVE LATERAL CLOSER TO
WEST PROPERTY LINE RIGHT AT CORNER OF PROPERTY AND MOVING
LOT 9 LATERAL TO OTHER SIDE OF PROPERTY.
*
12. REGARDING PREVIOUS COMMENT # 16, MOVE TYPICAL
(TYP) LABEL TO A LOT THAT IS A TYPICAL LOT WATER SERVICE
SIZE. LOT 9 MAY BE REQUIRED TO BE A 1" PER THE FOLLOWING
COMMENTS.
*
13. REGARDING PREVIOUS COMMENT # 19, REVISE NOTE ON PLAN
SHEET FOR LOT # 7 TO INDICATE COUNTY PROJECT # 06-0136
INSTEAD OF 06-0126.
*
14. REGARDING PREVIOUS COMMENT # 21, LABEL A MINIMUM OF 10
FOOT SEPARATION DISTANCE FROM STORM TO LOCATION OF A FUTURE
PROPOSED SEWER LINE. A MINIMUM OF 10 FEET FROM THE FUTURE
SEWER LINE TO THE WEST IS ALSO REQUIRED DUE TO THE FACT
THAT THE SEWER WOULD BE MORE THAN TEN FEET DEEP.
*
15. REGARDING PREVIOUS COMMENT #22, PROVIDE SEPARATION
DISTANCE FOR FUTURE WATERLINE BY MOVING WATER SERVICE FOR
LOT 22 RIGHT OUTSIDE OF EASEMENT AND MOVING WATER SERVICE
FOR LOT 21 TO OTHER SIDE OF PROPERTY BUT OUTSIDE OF SWALE.
MOVER SEWER LATERAL FOR LOT 21 TO MANHOLE 23A WHILE STILL
MAINTAINING MINIMUM ANGLE.
*
16. REGARDING PREVIOUS COMMENT # 23, PROVIDE A MINIMUM OF
10 FEET SEPARATION DISTANCE BETWEEN WATERLINE AND SEWER
LINE AND EIGHT FEET ON EITHER SIDE FOR A TOTAL OF A 26 FOOT
WATER AND SEWER EASEMENT BETWEEN MH 26 AND MH27. VERIFY IF
ANY SEWER LINES NOT LIKELY TO BE EXTENDED MEET THE MINIMUM
OF 0.520 SLOPE FOR TERMINAL LINES.
*
17. A MINIMUM OF 10 FEET IS ALSO REQUIRED FOR SEWER
EASEMENT FROM MH 20 TO MH 16 BETWEEN SEWER AND STORM AND
EIGHT FEET TO SOUTH. REVISE EASEMENT WIDTH AS APPLICABLE.
*
18. PROVIDE AND LABEL DUCTILE IRON PIPE FOR WATERLINE IN
FILL ON TOSH LANE NEAR APPROXIMATE STATION 13+00.
*
19. REVISE SEWER LATERALS FOR LOTS 3, 4, 5, 6, 8, AND 9 TO
SHOW LATERALS THREE FEET BEHIND THE RIGHT OF WAY LINE OR
EASEMENT.
*
20. REGARDING PREVIOUS COMMENT # 27, PROVIDE PIPE LENGTH
INFORMATION BETWEEN TOSH LANE AND HERITAGE DR AND
CORRESPONDING NODE INFORMATION AT INTERSECTION ON FIRE FLOW
CALCULATION SHEET. VERIFY PRESSURE CALCULATED FOR FIRE FLOW
IS RESIDUAL PRESSURE FLOWING 1,020 AT EACH HYDRANT.
*
21. REGARDING PREVIOUS COMMENT # 29, SHOW VALVE AND LABEL
DISTANCE FROM EXISTING VALVES TO BE USED FOR CUT-OFF DURING
TIE-IN TO PROPOSED CONNECTION ON UTILITIES PLAN SHEET.
*
22. REGARDING PREVIOUS COMMENT # 30, PROVIDE A 1 INCH
COUNTY SERVICE LINE FOR ALL RESIDENTIAL WATER SERVICE FROM
THE MAIN TO THE METER WHICH IS GREATER THAN 60 FEET FOR
LOTS 8 AND 9 AND AS APPLICABLE.
*
23. REGARDING PREVIOUS COMMENT # 31, SHOW ON PROFILES THE
DISTANT CALCULATED IN TABLE REQUIRING THRUST PROTECTION AT
THE END OF THE WATERLINES.
*
24. REGARDING PREVIOUS COMMENT #32, CLEARLY SHOW AND LABEL
RIGHT OF WAY OR PROPOSED EASEMENT FOR WATERLINE ON HERITAGE
DR.
*
25. REGARDING PREVIOUS COMMENT # 35, ADD THE FOLLOWING
INFORMATION FOR EACH LOT WITH A MFF
DESIGNATION:
*
B. A NOTE STATING THAT THE SEWER CONNECTION IS TO BE
INSTALLED AT 1% GRADE.
*
C. THE INVERT ELEVATION AT THE END OF THE SEWER
CONNECTION.
*
26. REGARDING PREVIOUS COMMENT # 37, PROVIDE A DROP AT
1.99 FEET OR LESS AT MH 19. LOWER SEWER LINE BETWEEN MH 18
AND 19 TO PROVIDE JUST A .1 DROP AT MH 18.
*
27. REGARDING PREVIOUS COMMENT # 38, ADD MANHOLE INSERTS
NOTE TO PROFILE SHEETS.
*
28. NOTE THAT ALL PUBLIC WATER/SEWER LINES MUST EITHER BE
IN RECORDED EASEMENTS OR DEDICATED RIGHT OF WAY PRIOR TO
ACCEPTANCE BY UTILITIES.
*
29. THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT PRIOR TO THE START OF CONSTRUCTION.
PRIOR TO THE PREPARATION OF THE UTILITIES CONTRACT,
UTILITIES MUST BE IN RECEIPT OF THE "ACCEPTED" BID 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 LINNETTE VASQUEZ
(VASQUEZL@CHESTERFIELD.GOV). 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.
*
30. AFTER FINAL SITE PLAN APPROVAL, SUBMIT THREE SETS OF
THE APPROVED PLANS DIRECTLY TO THE UTILITIES DEPARTMENT FOR
OUR USE DURING CONSTRUCTION INSPECTION. THIS IS IN
ADDITION TO THE ONE APPROVED SET FROM PLANNING (4 TOTAL
SETS).
D
***********************************************************
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : LINNETTE VASQUEZ, P.E./748-1863
NAME OF PLAN : GREENBRIAR WOODS - SECTION 4
GPIN/ADDRESS : 792-639-2338
SUBMISSION DATE : 6/8/17
PLAN DATED : 6/8/17
REVIEW DATE : 6/13/17
SITE PLAN NO. : 17CP0090
COMMENTS : APPROVED WITH EXCEPTION
TABLE REVIEW :
PLAT PROCESS : D
*
1. IN REGARDS TO YOUR RECENT SUBMITTAL OF THE REVISED
UTILITIES PLANS ON THE ABOVE REFERENCED PROJECT DATED
FEBRUARY 9, 2017 , WITH THE LATEST REVISION DATED
JUNE 8, 2017, THIS IS TO INFORM YOU THAT THE PLANS HAVE
BEEN REVIEWED BY THE UTILITIES DEPARTMENT WITH ONE
EXCEPTION OF ADDING THE UTILITIES PROJECT # 06-0136 TO THE
LOWER RIGHT HAND CORNER OF EACH SHEET. THIS REVIEW IS
EFFECTIVE UNTIL JUNE 13, 2022.
*
2. THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT PRIOR TO THE START OF CONSTRUCTION. D
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 INFORMATIONAL SHEET
FOUND ON THE "DEVELOPER'S CHECKLIST". PLEASE SEND THOSE TWO
ITEMS TO THE ATTENTION OF LINNETTE VASQUEZ
(VASQUEZL@CHESTERFIELD.GOV). 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. D
*
***********************************************************
*
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : LINNETTE VASQUEZ, P.E./748-1863
NAME OF PLAN : GREENBRIAR WOODS - SECTION 4
GPIN/ADDRESS : 792-639-2338
SUBMISSION DATE : 9/25/17
PLAN DATED : 9/20/17
REVIEW DATE : 10/11/17
SITE PLAN NO. : 17CP0090
COMMENTS : APPROVED WITH EXCEPTION D
TABLE REVIEW :
PLAT PROCESS :
*
1. IN REGARDS TO YOUR RECENT SUBMITTAL OF THE REVISED
UTILITIES PLANS ON THE ABOVE REFERENCED PROJECT DATED
FEBRUARY 9, 2017 , WITH THE LATEST REVISION DATED
SEPTEMBER 20, 2017, THIS IS TO INFORM YOU THAT THE PLANS HAV
EXCEPTIONS OF MOVING THE SEWER LATERAL FOR LOT 17 TO
MANHOLE 21, SHORTENING THE SEWER LATERALS FOR LOTS 29 AND
30 TO THE PERMANENT EASEMENT, AND REVISING THE UTILITY NOTE
ON COVER SHEET TO INDICATE, "WITH THE EXCEPTION OF LOT 7
SEWER LATERAL". THIS REVIEW IS EFFECTIVE UNTIL OCTOBER 11,
2022.
*
2. THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT PRIOR TO THE START OF CONSTRUCTION.
PRIOR TO THE PREPARATION OF THE UTILITIES CONTRACT,
UTILITIES MUST BE IN RECEIPT OF THE "ACCEPTED" BID 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 LINNETTE VASQUEZ
(VASQUEZL@CHESTERFIELD.GOV). 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.
*
3. AFTER FINAL SITE PLAN APPROVAL, SUBMIT THREE NEW SETS
OF THE APPROVED PLANS DIRECTLY TO THE UTILITIES DEPARTMENT
FOR OUR USE DURING CONSTRUCTION INSPECTION. THIS IS IN
ADDITION TO THE APPROVED SET FROM PLANNING (4 TOTAL SETS).
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: GREENBRIAR WOODS, SECTION 4
CASE NUMBER: 17CP0090
LATEST PLAN DATE: 02/09/2017
DEPT. REC'D. DATE: 02/15/2017
SUBMITTAL NUMBER: ONE
REVIEW DATE: 03/02/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: GREENBRIAR WOODS, SECTION 4
CASE NUMBER: 17CP0090
LATEST PLAN DATE: 04/07/2017
DEPT. REC'D. DATE: 04/14/2017
SUBMITTAL NUMBER: TWO
REVIEW DATE: 05/02/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
===========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: FOR STEVEN E. SIMONSON (804)748-1037
NAME OF PLAN: GREENBRIAR WOODS, SECTION 4
CASE NUMBER: 17CP0090
LATEST PLAN DATE: 09/20/2017
DEPT. REC'D. DATE: 09/22/2017
SUBMITTAL NUMBER: THREE (KIRTLEY)
REVIEW DATE: 09/22/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
===========================================================
===========================================================
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : WHIT KIRTLEY / 706-7691
PLAN NAME : GREENBRIAR WOODS PHASE 2
PLAN NUMBER : 17CP0090
ORIGINAL PLAN DATE : 2/9/17
REVIEW DATE 3/15/16
LATEST SUBMISSION DATE : 2/10/16
ACCEPTED DATE: 2/13/16
SUBMITTAL NUMBER : 1
STATUS : CORRECTIONS REQUIRED
TABLE REVIEW : NO
.
1. PROVIDE TREE PROTECTION TAPE FOR THE BUFFER
ON THE REAR OF LOTS 28 AND 29 IN THE E & S PLANS.
.
2. INCLUDE A STATEMENT ON THE E & S STATING "BUFFERS
TO REMAIN UNDISTURBED. ANY DISTURBANCE TO THE
BUFFER WILL REQUIRE A LANDSCAPE PLAN AND BOND."
.
3. THE DEVELOPMENT PLAN DEPICTS A PHASE A AND B,
IS THE PLAN TO RECORD THIS IN TWO SEPARATE SECTIONS?
IF SO, THIS WILL REQUIRE TWO SEPARATE STAND ALONG
CONSTRUCTION PLANS. OTHERWISE, THE ENTIRETY OF
SECTION 4 SHALL BE RECORDED AS ONE SECTION.
.
4. THE MINIMUM LOT WIDTH IS NOT MET AT THE FRONT
BUILDING LINE ON LOT 25. MINIMUM OF 90 FEET
IS REQUIRED.
.
5. REMOVE BUILDING ENVELOPE LINES THAT ARE NOT
SPECIFICALLY REQUESTED BY A COUNTY DEPARTMENT.
.
6. THE BUILDING LINE ARE INCORRECTLY SHOWN ON LOTS
29 AND 30. THE MINIMUM FRONT SETBACK ON A
CUL-DE-SAC IS 25 FEET. THE FRONT SETBACK SHALL BE
MOVE BACK UNTIL THE REQUIRED 90 LOT WIDTH IS
ACHIEVED. IN ADDITION, THE BUFFER IS EXCLUSIVE
OF THE REAR SETBACK, SO THE 25 FOOT REAR YARD
SHALL BE MEASURED FROM THE BUFFER. PROVIDE A
FRONT BUILDING LINE ON ANY LOT THAT REQUIRES
MOVEMENT OF THE FRONT BUILDING LINE TO ACHIEVE
REQUIRED LOT WIDTH. ALSO REVISE LOTS 7,14
.
THE BUILDING LINE ARE INCORRECT ON LOT 3, 10, 33,
26, THE FRONT OF THE LOT IS THE SIDE WITH THE
SHORTEST ROAD FRONTAGE. THE LOT IS ALSO
CONSIDERED BACK TO SIDE SO A 30 FOOT SETBACK
IS REQUIRED THE CORNER SIDE
.
7. IT APPEARS THAT THE BUFFER IS LOCATED OPEN SPACE.
IF THIS OPEN SPACE IS INCLUDED, AN HOA IS
REQUIRED BY CODE..
.
8. GRADING IN THE BUFFER WILL REQUIRE REPLANTING
.
9. PROVIDE A NOTE STATING IF ANY RETAINING WALL ARE
PRESENT WITHIN THE BOUNDARIES OF THE CONSTRUCTION PLAN.
.
10. THE LANDSCAPE PLAN SHALL BE COMPLETED AND SEALED
BY A LICENSED LANDSCAPE ARCHITECT OR A CERTIFIED LANDSAPE
DESIGNER. REVISE THE LOCATION OF THE PLANTINGS TO THAT
THERE IS NOT A CONCENTRATION OF SPECIES AS SHOWN ON
THE PLAN.
.
THE LANDSCAPE PLAN MAY BE APPROVED
OUTSIDE OF THE CONSTRUCTION PLAN PROCESS AT TIME OF
FINAL PLAT REVIEW.
.
11. LANDSCAPE PLANTINGS SHALL NOT BE PLACED WITHIN EASEMENTS
.
------------------------------------------------------------
.
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : WHIT KIRTLEY / 706-7691
PLAN NAME : GREENBRIAR WOODS PHASE 2
PLAN NUMBER : 17CP0090
ORIGINAL PLAN DATE : 2/9/17
REVIEW DATE 5/4/17
LATEST SUBMISSION DATE : 2/10/16
ACCEPTED DATE: 2/13/16
SUBMITTAL NUMBER : 2
STATUS : CORRECTIONS REQUIRED
TABLE REVIEW : NO
.
.
1. THE DEVELOPMENT PLAN DEPICTS A PHASE A AND B,
IS THE PLAN TO RECORD THIS IN TWO SEPARATE SECTIONS?
IF SO, THIS WILL REQUIRE TWO SEPARATE STAND ALONG
CONSTRUCTION PLANS. OTHERWISE, THE ENTIRETY OF
SECTION 4 SHALL BE RECORDED AS ONE SECTION.
.
2. PROVIDE A NOTE STATING IF ANY RETAINING WALL ARE
PRESENT WITHIN THE BOUNDARIES OF THE CONSTRUCTION
PLAN.
.
3. LANDSCAPE PLANTINGS SHALL NOT BE PLACED WITHIN
EASEMENTS.
.
4. PLACE CONSTRUCTION PLAN NUMBER ON THE BOTTOM
RIGHT CORNER OF EACH SHEET
.
5. ADJUSTMENTS TO APPROVED CONSTRUCTION PLAN REQUIRE
A $500 FEE TO PLANNING FOR EACH SUBMITTAL. I DON'T
HAVE RECORD OF A FEE BEING PAID FOR THIS REVIEW. ALL
REQUIRED FEES SHALL BE PAID PRIOR TO CONSTRUCTION PLAN
APPROVAL.
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: GREENBRIAR WOODS SEC. 4
PLAN NUMBER: 17CP0090
LATEST REVISION DATE: 2/9/17
REVIEW DATE: 2/28/17
LATEST SUBMISSION DATE: 2/15/17
SUBMITTAL NUMBER: 1ST REVIEW
STATUS: NOT APPROVED
TABLE REVIEW: NO
.
SHOW ON THE PLAN THE COMPUTER GENERATED WATER FLOW TEST
DATA, OBTAINED FROM THE CHESTERFIELD COUNTY UTILITIES
DEPARTMENT, VERIFYING THE REQUIRED WATER FLOW FOR FIRE
PORTECTION IS AVAILABLE AT THE SITE. THE WATER FLOW RESULTS
AND GRAPH SHALL BE SHOWN ON THE SUBMITTED PLAN.
.
SHOW THE NODE MAP AND RESULTS TABLE FOR THE PROPOSED OR EXIS
TING HYDRANTS ON SITE SHOWING THE MAXIMUM FIRE FLOW CAN BE A
BE ACHIEVED.
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: GREENBRIAR WOODS SEC. 4
PLAN NUMBER: 17CP0090
LATEST REVISION DATE: 4/7/17
REVIEW DATE: 4/18/17
LATEST SUBMISSION DATE: 4/17/17
SUBMITTAL NUMBER: 2ND REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: GREENBRIAR WOODS SEC. 4
PLAN NUMBER: 17CP0090
LATEST REVISION DATE: 6/8/17
REVIEW DATE: 6/20/17
LATEST SUBMISSION DATE: 6/15/17
SUBMITTAL NUMBER: 3RD REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: GREENBRIAR WOODS SEC. 4
PLAN NUMBER: 17CP0090
LATEST REVISION DATE: 9/20/17
REVIEW DATE: 9/28/17
LATEST SUBMISSION DATE: 9/25/17
SUBMITTAL NUMBER: 4TH REVIEW
STATUS: APPROVED
TABLE REVIEW: YES
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++
.
============================================================
.
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : LYNDA GILBERTSON, P.E. / 706-2116
NAME OF PLAN : GREENBRIAR WOODS - SECTION 4
SITE PLAN NO. : 17CP0090
ORININAL PLAN DATE : FEBRUARY 9, 2017
DEPT. REC'D DATE : FEBRUARY 15, 2017
SUBMITTAL NUMBER : FIRST (PREVIOUSLY APPROVAL 1/2/07)
REVIEW DATE : MARCH 6, 2017
RECOMMENDATION : REVISION REQUESTED
TABLE REVISION : NO
.
AS A REMINDER THE RESPONSIBILITY FOR ACHIEVING AND
MAINTAINING SATISFACTORY LOT DRAINAGE WILL BE THAT OF
THE DEVELOPER UP THROUGH A PERIOD OF ONE-YEAR AFTER
STATE ACCEPTANCE OF THE SUBDIVISION ROADS.
.
RESPONSIBILITY FOR COMPLIANCE TO CHESTERFIELD COUNTY
STANDARDS AND POLICIES AND STATE AND FEDERAL REGULATIONS
WILL BE PLACED ON THE PROFESSIONAL ENGINEER WHO SIGNS
AND SEALS THE CONSTRUCTION PLANS APPROVED.
.
AS A REMINDER $100.00 BMP MAINTENANCE FEE PER LOT
MUST BE PAID PRIOR TO SUBDIVISION PLAT RECORDATION
.
THIS OFFICE RECOGNIZES THAT 10-YEAR PRE/POST
REQUIREMENTS FOR FLOOD PROTECTION CAN BE ADDRESSED BY
DISCHARGING INTO AN ESTABLISHED 100-YEAR FLOODPLAIN.
.
======== CBPA ============
.
01. AS A REMINDER DEQ MAY NOT RECOGNIZED THE 4.05 LBS OF
NUTRIENT CREDITS PURCHASED FROM THE IRONBRIDGE LAKE
OWNERS ASSOCIATION AS IT IS NOT IN THE NUTRIENT CREDIT
REGISTRY.
F
02. INCLUDE A CBPA NOTE ON THE COVER SHEET THAT CHESAPEAKE
BAY REQUIREMENTS ARE MET USING THE GRANDFATHER
PART IIC TECHNICAL CRITERIA.
.
03. VERIFY THE LEGEND ON SHEET C7.1 IT APPEARS THE STIPPLED
DESIGNATION DENOTES ROAD AREA NOT LOT AREA AND THE 12.99
AC IS THE SAME AS THE LOT AREA.
.
04. CONFIRM THE 1.04 AC OF GRASS IN THE LEGEND IS LOT AREA
IN THE RIGHT OF WAY ON SHEET C7.1.
.
05. INCLUDE THE LOCATION OF THE MS-4 TABLE (SHEET C7.1) IN
SHEET INDEX ON THE COVER SHEET.
.
======== EROSION CONTROL ============
.
01. PLEASE SUBMIT AN ITEMIZED COST ESTIMATE FOR REVIEW OF
THE EROSION AND SEDIMENT CONTROL BOND AMOUNT.
.
02. AS A PREREQUISITE TO ISSUANCE OF A LAND DISTURBANCE
PERMIT:
.
A. PLANNING DEPARTMENT APPROVAL MUST BE RECEIVED.
B. A COMPLETED LAND DISTURBANCE PERMIT APPLICATION.
C. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLAND
EXPERT NOTING THERE ARE NO WETLAND IMPACTS AND THAT
THE APPLICABLE FEDERAL AND STATE WETLANDS WETLAND
PERMITS HAVE BEEN ACQUIRED.
D. A PROCESSED VSMP REGISTRATION AND FEE FORM OR COVERAGE
LETTER FOR THIS PROJECT MUST BE RECEIVED.
E. A COMPLETED SWPPP BOOK IN A 3-RING BINDER.
F. AN EROSION AND SEDIMENT CONTROL BOND FOR AN APPROVED
AMOUNT MUST BE POSTED.
G. A COPY OF THE VDOT LAND USE PERMIT MUST BE RECEIVED.
H. TWO ADDITIONAL SETS OF PLANS TO BE STAMPED "APPROVED
FOR CONSTRUCTION" MUST RECEIVED.
I. SIGNED CONFIRMATION OF WRITTEN NOTIFICATION (U.S.
POSTAL CERTIFIED MAIL RETURN RECEIPT REQUESTED) FROM
THE FOLLOWING PROPERTY OWNER MUST BE RECEIVED
ACKNOWLEDGING THE IMPENDING CONSTRUCTION ACTIVITY
ADJACENT TO THEIR PROPERTY (INCLUDE AN 8½" X 11" PLAN
OF THE PROPOSED CONSTRUCTION ACTIVITY IN THE VICINITY
OF THEIR PROPERTY).
.
A. N/F JOSEPH L & APRIL ANNE POWELL, GPIN 791-638-9275
B. N/F ROBERT TAFT & LAURA A.P. KISER,GPIN 792-638-5598
C. N/F RICHARD M JR. & T.A. SEAY, GPIN 792-639-7801
D. N/F FRANCES N. ELKO ET ALS, 792-639-9146
E. N/F RALPH H. SUSAN M. BUZZEE III, GPIN 792-639-8278
F. N/F EDWARD T. & LISA M. HOPKINSON, GPIN 792-640-0741
G. N/F WETLANDS RESOURCE MANAGEMENT, L.L.C., GPIN
792-640-7333
H. N/F MICHAEL W. PEARCE, GPIN 791-639-7717
I. N/F ANTHONY E. & JACKEE S. JOHNSON,GPIN 791-639-8831
.
J. 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 AUTO CAD VERSION
2009 OR EARLIER AND REFERENCED DIRECTLY TO THE VIRGINIA
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
SUBDIVISION NAME AND SECTION, SUBDIVISION PLAN NUMBER,
THE ENGINEERING FIRM AND THE CAD FILE PREPARER'S NAME
AND PHONE NUMBER. THE FILE MUST CONTAIN THE FOLLOWING,
EACH CLEARLY LABELED IN SEPARATE LAYERS:
.
1. EDGES OF ROADS TO INCLUDE CURB AND GUTTER; AND
2. EDGES OF SIDEWALKS.
.
ENVIRONMENTAL ENGINEERING MUST APPROVE THE FILE IA
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
.
03. GHOST THE LABEL THE LOT NUMBERS AND STREET NAMES ON
SHEETS C3.0 AND C3.1.
.
04. SHOW AND LABEL THE STONE OUTFALL LOCATIONS FOR EACH OF
THE SEDIMENT TRAPS ON SHEETS C3.0 AND C3.1.
.
05. SHOW AND LABEL EITHER A SIZED TEMPORARY CULVERT OR
STRUCTURE 118 INSTALLED IN EC PHASE 1A TO CONVEY THE
FLOW FROM THE SEDIMENT TRAP 4 AND 5 TO THE NORTH SIDE OF
TOSH LANE. IF A CULVERT IS USED INCLUDE CULVERT INLETIA
PROTECTION.
.
06. CONSIDER LABELING THE COLOR OF THE SUPER SILT FENCE
MATERIAL AS OPTIC ORANGE SUPER SILT FENCE (OOSSF) ALONG
THE RPA NEAR THE LIMITS OF CLEARING. THIS WOULD
ELIMINATE THE NEED FOR THE OPTIC ORANGE SAFETY FENCE
(SAF)AND SUPER SILT FENCE. THE RPA MUST BE FLAGGING
PRIOR TO THE PRECONSTRUCTION MEETING. REVISE THE PLAN
VIEWS AND SEQUENCE OF CONSTRUCTION (NOTES 1 AND 2.2) ON
SHEETS C3.0 AND C3.1 AS NEEDED.
.
07. REVISE THE TITLE FOR THE SEQUENCE OF CONSTRUCTION TO IA
READ PHASE 1A LAND DISTURBANCE SEQUENCE OF CONSTRUCTION
ON SHEET C3.0.
.
08. REVISE THE NOTE 4 OF THE SEQUENCE OF CONSTRUCTION ON
SECTION C3.0 TO REFERENCE PHASE 1A IN LIEU OF PHASE 1.
.
09. REVISE NOTE 9 OF THE SEQUENCE OF CONSTRUCTION ON SHEET
C3.0 AND C3.1 TO "UPON COMPLETION OF THE PHASE 1 EROSION
CONTROL PLAN, THE CERTIFIED RESPONSIBLE LAND DISTURBER
SHALL NOTIFY AND ACCOMPANY THE ENVIRONMENTAL
ENGINEERING INSPECTOR ON A SITE WALK-THRU PRIOR TO
PROCEEDING WITH EROSION CONTROL PHASE II FOR PHASE 4A.IA
AT LEAST 50% OF THE PHASE 1A HOMES MUST BEEN ISSUED
CERTIFICATE OF OCCUPANCY AND ALL DENUDED LOTS NOT UNDER
CONSTRUCTION MUST HAVE A SUITABLE STAND OF GRASS ON
THEM."
.
10. SHOW AND GHOST LABEL ALL EROSION CONTROL MEASURES I.E.,
SEDIMENT TRAPS 5 THRU 7, SILT FENCE, SUPER SILT FENCE,
DIVERSIONS, ETC. ON SHEET C3.1.
.
11. DELETE THE STORM SEWER AND INLET PROTECTION FROM SHEET
S3.1, AS THESE WILL BE INSTALLED WITH EROSION CONTROL
PHASE II. IA
.
12. REVISE THE NOTE 4 OF THE SEQUENCE OF CONSTRUCTION ON
SECTION C3.1 TO REFERENCE PHASE 1B IN LIEU OF PHASE 1.
.
13. RELOCATE THE RPA SIGN LOCATIONS BETWEEN LOTS 5/6, 7/12
AND 13/WETLANDS RESOURCE MANAGEMENT LLC PARCEL AND SHOW
ON SHEET C4.0 IN LIEU OF SHEET C3.1
.
14. LABEL THE SEDIMENT TRAPS CONSTRUCTION ENTRANCES, SUPER
SILT FENCE THAT REMAIN IN PLACE FOR EROSION CONTROL
PHASE 2 ON SHEET C3.2.
. IA
15. SHOW THE TWO SUPER SILT FENCE LOCATIONS ABOVE STORM
SEWER STRUCTURE 408 IN A HORSE SHOE SHAPE ON SHEET C3.2.
.
16. LABEL THE ROCK CHECK DAM ABOVE STRUCTURE 408 IN SHEET
C3.2.
.
17. DELETE THE SUPER SILT FENCE ON THE LOT 12 SIDE OF THE
STORM SEWER STRUCTURE 408 ON SHEET C3.2.
.
18. EITHER ADJUST THE PLAN VIEW ON SHEET C3.2 TO SHOW THE
FULL SECTION LIMITS. A SMALL PORTION AT THE TOP AND THE
LOWER RIGHT CORNER IS CUT OFF. ADJUSTING THE SCALE IA
WOULD NOT BE AN OPTION DUE THE GRADING CONTOUR LINES.
.
19. PERFORM AN MS-19 ANALYSIS BELOW OUTFALL 207 AT 100-YEAR
CROSS SECTION H-H INTO AN ADEQUATE NATURAL DRAINAGEWAY.
INCLUDE SCALED (H=V) FIELD TAKEN CROSS-SECTIONS, 2-YEAR
CALCULATIONS FOR NATURAL CHANNELS AND SHOW / LABEL
CROSS-SECTION LOCATIONS (SHEET C3.2) AND INCLUDE IN THE
MS-19 TABLE.
.
20. PERFORM AN MS-19 ANALYSIS BELOW OUTFALL 410 AT 100-YEAR
CROSS SECTION J-J INTO AN ADEQUATE NATURAL DRAINAGEWAY.
INCLUDE SCALED (H=V) FIELD TAKEN CROSS-SECTIONS, 2-YEARA
CALCULATIONS FOR NATURAL CHANNELS AND SHOW / LABEL
CROSS-SECTION LOCATIONS (SHEET C3.2) AND INCLUDE IN THE
MS-19 TABLE.
.
21. PERFORM AN MS-19 ANALYSIS BELOW THE JUTE DITCH REAR OF
LOTS 13/14 ADEQUATE NATURAL DRAINAGEWAY. INCLUDE SCALED
(H=V) FIELD TAKEN CROSS-SECTIONS, 2-YEAR CALCULATIONS
FOR NATURAL CHANNELS AND SHOW / LABEL CROSS-SECTION
LOCATIONS (SHEET C3.2) AND INCLUDE IN THE MS-19 TABLE.
.
22. INCLUDE A MS-19 TABLE ON THE EROSION CONTROL NOTES AND
DETAIL SHEET (C3.3 OR C3.4) AND INCLUDE THE LOCATION INA
THE SHEET INDEX ON THE TITLE SHEET.
.
23. SHOW AND LABEL SAFETY FENCE (STD. & SPEC 3.01) AROUND
ALL SEDIMENT TRAPS DUE TO THE PROXIMITY TO THE EXIST
HOMES (SHEETS C3.0, C3.1, C3.2).
.
24. REVISE NOTE 6 OF THE PHASE 2 LAND DISTURBANCE SEQUENCE
OF CONSTRUCTION ON SHEET C3.2 TO "INSTALL THE WATERLINE
AND CURB & GUTTER."
.
25. DELETE NOTE 13 FROM THE GENERAL EROSION AND SEDIMENT
CONTROL NOTES, THIS PROJECT DOES NOT HAVE A STORMWATERNA
FACILITY. ALSO DELETE THE REFERENCE TO THE BMP EASEMENT
IN NOTE 12.
.
26. DELETE THE SILT FENCE BREAK TYPICAL DETAIL FROM SHEET
C3.3, AS IT IS NOT USED IN THE PLAN SET.
.
=============== ROAD AND DRAINAGE ===========
.
01. VERIFY THE LOTS 3, 4, 5, 34 AND 35 BUILDING ENVELOPES ON
SHEETS C1.0, C4.0 ARE OUTSIDE OF DRAINAGE AND UTILITY
EASEMENTS ON SHEETS C1.0, C4.0 AND C5.0.
. NA
02. DELETE THE MINIMUM FINISHED FLOOR ELEVATIONS (MFF) FOR
ALL LOT EXCEPT THOSE THAT WILL BE 1-FOOT ABOVE THE
FLOODPLAIN, I.E. 1 THRU 7, 12 AND 13. THE MFF LABELING
IS ONLY REQUIRED FOR 100-FLOODPLAIN, BACKWATER, ROAD
SAG.
.
03. REMOVE THE PHASE 4A AND 4B LINE FROM SHEETS C1.0, C4.0,
AND C5.0. THE PHASING IS FOR EROSION CONTROL AND
GRADING ONLY, NOT RECORDATION.
.
04. DELETE THE NOTE IN THE LOWER LEFT CORNER OF SHEET C4.0
ON THE 25-FOOT SETBACK. SETBACKS CAN BE DISTURBED JUSTA
NOT INCLUDED IN THE BUILDABLE AREA.
.
05. UPDATE THE MODIFIED DI-7 ON SHEET C2.1 TO THE MOST
RECENT TYPICAL THAT WAS E-MAILED ON MARCH 1, 2017.
.
06. RELOCATE DI-6 STRUCTURES 113 AND 301 TO THE REAR
PROPERTY LINE TO PICK UP THE OFFSITE DRAINAGE IN LIEU OF
A DITCH SECTION ON SHEETS C3.2, C4.0, C5.0 AND PROFILE
VIEWS. ANOTHER OPTION WOULD BE THE PAVE THE DITCH
SECTION. A FUTURE DISCUSSION MAYBE HELPFUL.
.
07. REVISE THE DITCH SECTION AT THE REAR OF LOTS 15 THRU 21A
TO INDIVIDUAL REAR LOT SWALE (5:1) ACROSS THE REAR AND A
DIMENSIONED RADIUS IN THE CORNER WITH A SWALE (5:1) TO
THE FRONT OF THE LOT. THE SWALE WOULD BEGIN AND AT
GRADE AND INCREASE IN DEPTH AND THEN FLATTEN TO SHEET
FLOW INTO RIGHT OF WAY. THIS WOULD ELIMINATE THE DITCH
SECTION IN AN EASEMENT FOR THE MINIMAL FLOW AND POSSIBLE
STRUCTURE 411/412, A FURTHER DISCUSSION WOULD BE USEFUL.
.
08. MAKE THE FOLLOWING CORRECTIONS TO THE DRAINAGE EASEMENTS
ON SHEET C4.0;
.
A. REVISE THE LABEL FOR THE TWO TO READ "VARIABLE WIDTHA
DRAINAGE FOR VDOT MAINTENANCE" ON LOTS 26 AND 33.1.
B. DIMENSION THE 16' DRAINAGE EASEMENT ENCLOSING
STRUCTURE 206.
C. REMOVE THE 16' DRAINAGE ACROSS THE REAR OF LOT 21,
THIS PORTION OF THE NEEDS TO DESIGN AS A 5:1 SIDE
SLOPE SWALE SECTION IN LIEU OF DITCH SECTION.
D. ENCLOSE STRUCTURE 412 BETWEEN STRUCTURES 411 AND 413
IN A 16' DRAINAGE EASEMENT.
.
09. SHOW THE DITCH SECTION CROSSING THE REAR OF LOT 21 AS A
5:1 (S:S) SWALE SECTION ON SHEET C5.0. SINCE THIS IS
NOT PICKING UP FLOW FROM 2 LOTS AND IS NOT REQUIRED TOHA
BE IN A DITCH SECTION OR EASEMENT.
.
10. PROVIDE A PROFILE VIEW OF THE SWALE/DITCH AT THE REAR OF
LOTS 13 - 21.
.
11. REVISE STRUCTURES 115 AND 311 TO DI-3B AS THEY ARE UNDER
8-FEET IN HEIGHT, IN THE STORM SEWER DESCRIPTIONS ON
SHEET C5.0.
12. VERIFY THE FOLLOWING INVERTS BETWEEN THE STORM SEWER
DESCRIPTIONS AND THE PROFILE VIEWS.
.
A. STRUCTURE 312 THE INVERT OUT IS 129.83 ON C5.0 AND HA
THE INVERT IN IS 126.15 IN THE TOSH LANE PROFILE VIEW
ON C6.0.
B. STRUCTURE 107 THE INVERT IN IS 137.18 ON C5.0 AND THE
INVERT OUT IS 137.33 IN THE TOSH COURT PROFILE VIEW
ON C6.0.
C. STRUCTURE 407 THE INVERT IN 117.34 ON SHEET C5.0 AND
THE INVERT IN IS 116.97 IN THE LOWER LEFT CORNER ON
C6.0.
D. STRUCTURE 203 THE TOP, INVERT OUT AND INVERT IN
ARE 138.73, 134.54 AND 134.44 ON SHEET C5.0 AND THE
SAME ELEVATIONS IN THE TOSH TERRACE PROFILE VIEW ARE
139.50, 134.76 AND 134.66 ON C6.0. HA
E. STRUCTURE 311 THE TOP AND THE INVERT IN ARE 131.67
AND 126.15 ON SHEET C5.0 AND 131.71 AND 123.40 IN
STORM SEWER (309-OUTFALL) PROFILE VIEW ON C6.2.
F. STRUCTURE 408 THE SLOPE ON C5.0 IS 8.33% AND IN STORM
SEWER (407-OUTFALL PROFILE IS 8.71) IS 8.71%.
G. STRUCTURE 206 THE SLOPE ON C5.0 IS 7.50% AND IN STORM
SEWER (STR. 205-OUTFALL) PROFILE) ITS 9.16%.
H. STRUCTURE 201 THE INVERT OUT AND INVERT IN ARE 139.04
AND 134.97 AND IN STORM SEWER (STR 201-203) PROFILE
VIEW ON SHEET C6.2 ITS 139.50 AND 135.18.
I. STRUCTURE 118 THE SLOPE ON C5.0 IS 0.88% AND IN THE
STORM SEWER (STR 117-OUTFALL) PROFILE ON SHEET C6.2HA
IS 2.00%.
J. STRUCTURE 120 THE LENGTH ON SHEET C5.0 IS 84.41 LF
AND IN THE STORM SEWER (STR 117-OUTFALL) PROFILE ON
SHEET C6.2 IS 74.29 LF.
K. STRUCTURE 117 THE INVERT IN 135.42 ON SHEET C5.0 AND
IN THE STORM SEWER (STR 117-OUTFALL) ON SHEET C6.2
PROFILE IS 135.92.
L. STRUCTURE 119 THE INVERT IN AND OUT ARE 129.46,
129.36 ON SHEET C5.0 AND IN THE STORM SEWER
(STR117-OUTFALL) PROFILE ON SHEET C6.2 ARE 129.08 AND
125.37.
M. STRUCTURE OUT, THE INVERT OUT IS 128.94 ON SHEET HA
C5.0 AND IN THE STORM SEWER (SRT 117-OUTFALL)
PROFILE ON SHEET C6.2 IS 125.00.
N. STRUCTURE 117 THE INVERT IN AND OUT ARE 140.10 AND
135.42 ON SHEET C5.0 AND IN THE STORM SEWER (105-117)
PROFILE ON SHEET C6.2 140.31 AND 133.92.
O. STRUCTURE 110 THE SLOPE IS 1.76% ON SHEET C5.0 AND
IN THE STORM SEWER (STR 105-117) PROFILE ON SHEET
C6.2 ITS 4.35%
.
13. VERIFY THE STORM SEWER DESIGN COMPUTATIONS TOPS, INVERTS
IN AND OUT, HEIGHTS, LENGTHS, AND SLOPES ON MATCH STORM
SEWER DESCRIPTION ON SHEET C5.0 AND THE PROFILE VIEWS ON
SHEETS C6.0 AND C6.2.
.
14. SHOW AND LABEL THE RPA AND 100-YEAR LIMITS IN THE
APPLICABLE PROFILE VIEWS ON SHEETS C6.0 AND C6.2.
.
15. SHOW AND LABEL THE MS-19 AND 100-YEAR FLOODPLAIN CROSS
SECTION LOCATIONS ON SHEET C7.0.
.
16. SHOW AND LABEL THE CONTOUR LINES AND ELEVATIONS FROM THE
OFFSITE PARCEL DRAINING FROM AREA 113 AND 301 ON SHEET
C7.0.
. ON
17. MAKE THE FOLLOWING CORRECTIONS TO THE POLLUTION
PREVENTION PLAN SHEET C8.1, REFERRING THE CHESTERFIELD
COUNTY P2 SHEET ON THE CHESTERFIELD COUNTY MAY BE
HELPFUL;
.
A. UPDATE THE REGULATIONS TO THE MOST RECENT
9VAC25-870-54 IN TWO PARAGRAPHS OF THE PURPOSE
PARAGRAPH.
B. REVISE THE LAST SENTENCE OF 6TH PARAGRAPH OF LEAK,
SPILLS, AND OTHER RELEASE SECTION, TO CHESTERFIELD
COUNTY.
C. REVISE THE CONTACT INFORMATION FROM HENRICO COUNTY TO
CHESTERFIELD COUNTY INFORMATION.
D. REVISE THE REGULATION TO THE MOST RECENT
9VAC25-870-410 IN THE LAST SENTENCE OF
ACKNOWLEDGEMENTS IN THE LOWER LEFT CORNER OF THE PLAN
SHEET.
.
18. PLEASE PROVIDE A WRITTEN RESPONSE TO THESE COMMENTS
WITH YOUR NEXT PLAN SUBMITTAL. DESIGN, DETAIL, AND
CALCULATIONS REQUIRED BY THE ABOVE COMMENTS WILL BE
SUBJECT TO FURTHER REVIEW.
.
---- END OF ENV. ENG. COMMENTS ----
.
============================================================
.
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : LYNDA GILBERTSON, P.E. / 706-2116
NAME OF PLAN : GREENBRIAR WOODS - SECTION 4
SITE PLAN NO. : 17CP0090
ORININAL PLAN DATE : FEBRUARY 9, 2017
DEPT. REC'D DATE : APRIL 13, 2017
SUBMITTAL NUMBER : SECOND (PREVIOUSLY APPROVAL 1/2/07)
REVIEW DATE : APRIL 21, 2017
RECOMMENDATION : REVISION REQUESTED
TABLE REVISION : YES
.
AS A REMINDER THE RESPONSIBILITY FOR ACHIEVING AND
MAINTAINING SATISFACTORY LOT DRAINAGE WILL BE THAT OF
THE DEVELOPER UP THROUGH A PERIOD OF ONE-YEAR AFTER
STATE ACCEPTANCE OF THE SUBDIVISION ROADS.
.
RESPONSIBILITY FOR COMPLIANCE TO CHESTERFIELD COUNTY
STANDARDS AND POLICIES AND STATE AND FEDERAL REGULATIONS
WILL BE PLACED ON THE PROFESSIONAL ENGINEER WHO SIGNS
AND SEALS THE CONSTRUCTION PLANS APPROVED.
.
AS A REMINDER $100.00 BMP MAINTENANCE FEE PER LOT
MUST BE PAID PRIOR TO SUBDIVISION PLAT RECORDATION
.
THIS OFFICE RECOGNIZES THAT 10-YEAR PRE/POST
REQUIREMENTS FOR FLOOD PROTECTION CAN BE ADDRESSED BY
DISCHARGING INTO AN ESTABLISHED 100-YEAR FLOODPLAIN.
.
======== CBPA ============
.
01. AS A REMINDER DEQ MAY NOT RECOGNIZED THE 4.05 LBS OF
NUTRIENT CREDITS PURCHASED FROM THE IRONBRIDGE LAKE
OWNERS ASSOCIATION AS IT IS NOT IN THE NUTRIENT CREDIT
REGISTRY.
.
======== EROSION CONTROL ============
.
01. PLEASE SUBMIT AN ITEMIZED COST ESTIMATE FOR REVIEW OF
THE EROSION AND SEDIMENT CONTROL BOND AMOUNT.
.
02. AS A PREREQUISITE TO ISSUANCE OF A LAND DISTURBANCE
PERMIT:
.
A. PLANNING DEPARTMENT APPROVAL MUST BE RECEIVED.
B. A COMPLETED LAND DISTURBANCE PERMIT APPLICATION.
C. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLAND
EXPERT NOTING THERE ARE NO WETLAND IMPACTS AND THAT
THE APPLICABLE FEDERAL AND STATE WETLANDS WETLAND
PERMITS HAVE BEEN ACQUIRED.
D. A PROCESSED VSMP REGISTRATION AND FEE FORM OR COVERAGE
LETTER FOR THIS PROJECT MUST BE RECEIVED.
E. A COMPLETED SWPPP BOOK IN A 3-RING BINDER.
F. AN EROSION AND SEDIMENT CONTROL BOND FOR AN APPROVED
AMOUNT MUST BE POSTED.
G. A COPY OF THE VDOT LAND USE PERMIT MUST BE RECEIVED.
H. TWO ADDITIONAL SETS OF PLANS TO BE STAMPED "APPROVED
FOR CONSTRUCTION" MUST RECEIVED.
I. SIGNED CONFIRMATION OF WRITTEN NOTIFICATION (U.S.
POSTAL CERTIFIED MAIL RETURN RECEIPT REQUESTED) FROM
THE FOLLOWING PROPERTY OWNER MUST BE RECEIVED
ACKNOWLEDGING THE IMPENDING CONSTRUCTION ACTIVITY
ADJACENT TO THEIR PROPERTY (INCLUDE AN 8½" X 11" PLAN
OF THE PROPOSED CONSTRUCTION ACTIVITY IN THE VICINITY
OF THEIR PROPERTY).
.
A. N/F JOSEPH L & APRIL ANNE POWELL, GPIN 791-638-9275
B. N/F ROBERT TAFT & LAURA A.P. KISER,GPIN 792-638-5598
C. N/F RICHARD M JR. & T.A. SEAY, GPIN 792-639-7801
D. N/F FRANCES N. ELKO ET ALS, 792-639-9146
E. N/F RALPH H. SUSAN M. BUZZEE III, GPIN 792-639-8278
F. N/F EDWARD T. & LISA M. HOPKINSON, GPIN 792-640-0741
G. N/F WETLANDS RESOURCE MANAGEMENT, L.L.C., GPIN
792-640-7333
H. N/F MICHAEL W. PEARCE, GPIN 791-639-7717
I. N/F ANTHONY E. & JACKEE S. JOHNSON,GPIN 791-639-8831
.
J. 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 AUTO CAD VERSION
2009 OR EARLIER AND REFERENCED DIRECTLY TO THE VIRGINIA
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
SUBDIVISION NAME AND SECTION, SUBDIVISION PLAN NUMBER,
THE ENGINEERING FIRM AND THE CAD FILE PREPARER'S NAME
AND PHONE NUMBER. THE FILE MUST CONTAIN THE FOLLOWING,
EACH CLEARLY LABELED IN SEPARATE LAYERS:
.
1. EDGES OF ROADS TO INCLUDE CURB AND GUTTER; AND
2. EDGES OF SIDEWALKS.
.
ENVIRONMENTAL ENGINEERING MUST APPROVE THE FILE
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
.
03. LABEL THE LOT NUMBERS ON SHEET 3.2.
.
04. REVISE THE 32 LF OF 30-INCH CMP PIPE FROM STRUCTURE 114
TO 32 LF OF 30-INCH RCP CLASS III PIPE ON SHEET C3.0.
.
05. SHOW AND LABEL CULVERT INLET PROTECTION ON THE INLET END
OF STRUCTURE 114.
.
06. INCLUDE THE PHASE 4B LIMITS OF DISTURBANCE ON LOTS 9,
10, 23, 24 AND 25 FOR THE SOILS THAT WILL BE USED
GRADING IN PHASE 4A ON SHEETS C3.1 AND C3.2 THAT WAS
E-MAILED ON 4/20/17.
.
=============== ROAD AND DRAINAGE ===========
.
01. CLARIFY THE LABEL FOR THE MINIMUM FINISHED FLOOR
ELEVATIONS (MFF) LOTS 1-9 AND 12 AND 13. SHEETS C1.0,
C3.0, C3.1 AND C4.0 HAS MFF SEWER AND SHEET C5.0 HAS
MFF. THESE LOTS MUST BE LABELED WITH THE MOST
RESTRICTED MINIMUM FINISHED FLOOR LABELED, ONE-FOOT
ABOVE THE FLOODPLAIN, BACKWATER, OR ROAD SAG. PLEASE
INCLUDE A NOTE OR LEGEND TO EXPLAIN THE MFF AND BFF.
.
02. INCLUDE IN THE DRAINAGE DESCRIPTION FOR THE DI-6
STRUCTURES 113 AND 301 THE LOCATION OF THE SLOT
(I.E. N,S,E,W).
.
03. INCLUDE THE FOLLOWING NOTE ON SHEET C5.0 "THE SWALE WILL
BEGIN AND AT GRADE AND INCREASE IN DEPTH AND THEN
FLATTEN TO SHEET FLOW INTO RIGHT OF WAY."
.
04. DELETE THE "FOR VDOT MAINTENANCE" FROM THE FOLLOWING
DRAINAGE EASEMENTS LABELS ON SHEET C4.0;
.
A. THE REAR OF LOT 34.
B. THE REAR OF LOT 31.
C. ON LOT 7.
D. THE REAR OF LOT 22.
E. THE REAR OF LOT 13.
.
05. SHOW AND LABEL A VARIABLE WIDTH DRAINAGE EASEMENT FOR
VDOT MAINTENANCE ENCLOSING STRUCTURE 312 AND THE OUTLET
PROTECTION ON SHEET C4.0.
.
06. MAKE THE FOLLOWING CORRECTIONS TO THE POLLUTION
PREVENTION PLAN SHEET C8.1, REFERRING THE CHESTERFIELD
COUNTY P2 SHEET ON THE CHESTERFIELD COUNTY WEBSITE MAY
BE HELPFUL;
.
A. REVISE THE LAST SENTENCE OF 6TH PARAGRAPH OF LEAK,
SPILLS, AND OTHER RELEASE SECTION, TO CHESTERFIELD
COUNTY NOT CHESTERFIELD COUNTY DEPT. OF PUBLIC
UTILITIES.
B. REVISE THE CONTACT INFORMATION FOR CHESTERFIELD
COUNTY INFORMATION. DEPT. OF ENVIRONMENT
ENGINEERING, 9800 GOVERNMENT CENTER PARKWAY,
P.O. BOX 40, CHESTERFIELD, VIRGINIA 23832-0040.
.
07. PLEASE PROVIDE A WRITTEN RESPONSE TO THESE COMMENTS
WITH YOUR NEXT PLAN SUBMITTAL. DESIGN, DETAIL, AND
CALCULATIONS REQUIRED BY THE ABOVE COMMENTS WILL BE
SUBJECT TO FURTHER REVIEW.
.
---- END OF ENV. ENG. COMMENTS ----

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