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Subdivision Review Comments
All Subdivision Review Comments for Case # 17CP0123




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: 17CP0123 STATUS: PENDING APPROVAL
PROJECT NAME: SEASONS CREEK - LAST INTERNET UPDATE: 11/21/17
SUBMITTAL TYPE: CONSTRUCTION PLAN
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 01 08/10/17 08/31/17 ******** 06/29/17 ASM 717-6711
FIRE DEPT.--: 01 08/10/17 08/31/17 AMENDED* 08/31/17 JKL 748-1489
PLANNING----: 01 08/10/17 08/31/17 ******** ********
TRANSPORT.--: 01 08/10/17 08/31/17 COMPLETE 08/15/17 SES 751-4912
UTIL.PLAN.--: 01 08/10/17 08/31/17 ******** ********
UTILITIES---: 01 08/10/17 08/31/17 AMENDED* 08/30/17 A U
UTIL.R.O.W.-: 01 08/10/17 08/31/17 ******** ********
VDOT--------: 01 08/10/17 08/31/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANNE URENDA, P.E./(804)748-1343
NAME OF PLAN : SEASON'S CREEK
ADDRESS : BRANDERS BRIDGE ROAD AND WHITEHOUSE
ROAD
SUBMISSION DATE : 5/24/17
PLAN DATED : 5/19/17
REVIEW DATE : 6/8/17
CASE NO. : 17CP0123
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
1. ADD THE FOLLOWING UTILITIES CONTACT INFORMATION TO THE
PLAN: ANNE URENDA, P.E., 804-748-1343,
URENDAA@CHESTERFIELD.GOV.
2. ON THE COVER SHEET, ADD "PUBLIC" TO WATER AND SEWER
QUANTITIES.
*
3. ADD MANHOLE INSERTS TO THE UTILITY QUANTITIES TABLE.
*
4. SHOW THE LOCATION OF THE REQUIRED WATERLINE "JUMPER".
THE JUMPER MUST CONFORM TO DETAIL WAT-6.
*
5. SHOW THE 12" GATE VALVE ON THE PROPOSED WATERLINE NEAR
WHITEHOUSE ROAD AND BRANDERS BRIDGE ROAD. ADD A NOTE THAT
THE VALVE NEEDS TO BE CLOSED FOR TIE-IN OF NEW WATERLINE.
6. ADD 2" FLUSHING HYDRANTS TO ALL 6" AND 8" WATERLINE
PLUGS.
*
7. ADD A FIRE HYDRANT NEAR THE 16" PLUG IN AUTUMN COLOR
ROAD FOR FLUSHING PURPOSES.
*
8. ADD A 4" BLOW-OFF NEAR THE 16" PLUG WHERE THE WATERLINE
DEAD-ENDS AT BRANDERS BRIDGE ROAD.
*
9. ON THE TYPICAL 5/8" METER NOTE, PLEASE ADD CORPORATION
STOP (3/4") AND SERVICE LINE (3/4").
*
11. ON SUMMER RAIN ROAD NEAR WINTER WIND DRIVE, THERE ARE
THREE WATERLINE FITTINGS. TWO SHOULD BE 22.5-DEGREE
FITTINGS AND ONE SHOULD BE A 11.25-DEGREE FITTING. REVISE
THE CALLOUTS ACCORDINGLY.
12. IN THE SUMMER RAIN PLACE CUL DE SAC, EXTEND THE 6"
WATERLINE STRAIGHT TO LOT 29 AND MODIFY THE WATER SERVICE
CONNECTIONS. CROSSING THE WATER SERVICE OVER THE SEWER
LATERAL SHOULD BE AVOIDED.
13. FIX THE ALIGNMENT OF THE RIGHT-OF-WAY CALLOUT ON
SUMMER RAIN PLACE.
14. PROVIDE A GRAVITY SEWER LINE IN AUTUMN COLOR ROAD AND
SET A NEW MANHOLE NEAR THE PROPERTY LINE. THIS WILL ENABLE
THE PROPERTY TO THE WEST TO CONNECT TO COUNTY SEWER SHOULD
THE PROPERTY BE DEVELOPED IN THE FUTURE.
*
15. SIMILAR TO PREVIOUS COMMENT, SET A MANHOLE NEAR THE
END OF SPRING BEE LANE. THE DOWNSTREAM MANHOLE LOCATIONS
MAY NEED TO BE ADJUSTED. MAXIMUM SPACING BETWEEN MANHOLES
IS 400 FEET.
*
16. SHOW THE DEFLECTION ANGLES AT ALL MANHOLES. NOTE THAT
A MINIMUM 90-DEGREE DEFLECTION ANGLE IS REQUIRED BETWEEN
INCOMING AND OUTGOING SEWERS. THIS MINIMUM ANGLE IS NOT
MET AT MANHOLE 14.
17. CONSIDERATION SHOULD BE GIVEN TO SHIFTING THE SEWER
AND WATER EASEMENT CROSSING LOT 53 SO THAT IT STRADDLES LOT
54. THIS WILL PROVIDE MORE BUILDABLE SPACE ON LOT 53. THE
UTILITIES SHOULD BE CENTERED IN THE EASEMENT WITH A MINIMUM
OF 10 FEET SEPARATION BETWEEN WATER AND SEWER AND 8 FEET
BETWEEN THE UTILITY AND EASEMENT LINE.
*
18. MAKE VISIBLE THE SEWER LATERAL PLUG ON LOT 69.
*
19. CHESTERFIELD COUNTY PREFERS THAT WATERLINES BE
INSTALLED AROUND THE ENDS OF THE MULTIPLE CULVERTS INSTEAD
OF UNDERNEATH THEM. IF THIS IS NOT PRACTICABLE NEAR BMP2,
WE CAN WORK WITH YOU TO FIND ANOTHER SOLUTION.
*
20. ADD 2 SEWER LATERALS TO SERVE THE OFFSITE LOTS SOUTH
OF THE SANITARY SEWER BETWEEN MH1 AND MH2.
*
21. ADD A SEWER LATERAL TO MH2 TO SERVE THE OFFSITE LOTS
NORTH OF THE SANITARY SEWER.
*
22. MOVE THE LOCATION OF MH1 SO THAT IT IS LOCATED ON THE
FUTURE R/W LINE.
*
*23. MODIFY THE SANITARY SEWER MANHOLE LOCATION DATA AND
SANITARY SEWER PIPE TABLES ON SHEETS C3.0 AND C3.1 TO
REFLECT ANY CHANGES OR ADDITIONS TO THE MANHOLES AND PIPES.
24. ON NOTE 7 ON SHEETS C3.0 AND C3.1, CHANGE THE MINIMUM
SLOPE ON SEWER CONNECTIONS TO 2.08%.
25. ADD A NEW NOTE ON SHEETS C3.0 AND C3.1 WHICH SAYS THE
FOLLOWING: "IF WATERLINE EASEMENTS ARE UNOBTAINABLE
ADJACENT TO WHITEHOUSE ROAD FOR CONNECTION BETWEEN EXISTING
8" LINE OR IF DEVELOPER CANNOT OBTAIN ADEQUATE FIRE FLOW,
THE DEVELOPER RESERVES THE RIGHT TO INSTALL RESIDENTIAL
SPRINKLER SYSTEMS FOR FIRE PROTECTION." NOTE THAT IF
RESIDENTIAL SPRINKLERS ARE REQUIRED, ADDITIONAL FIRE
PROTECTION DETAILS WILL NEED TO BE ADDED TO THE PLANS FOR
APPROVAL.
26. BE ADVISED THAT UTILITIES PREFERS THE USE OF
MECHANICAL THRUST RESTRAINT SYSTEMS (E.G. EBAA IRON
MEGALUG) IN LIEU OF THRUST BLOCKING. CALCULATE THE
REQUIRED LENGTH OF RESTRAINT FOR ALL WATERLINE VERTICAL AND
HORIZONTAL FITTINGS, REDUCERS, AND DEAD-ENDS. PROVIDE PIPE
RESTRAINT CALCULATIONS FOR ALL RESTRAINED PIPE FITTINGS AND
SHOW CALCULATED DISTANCES ON THE PROFILES. CALCULATIONS
SHOULD USE A TEST PRESSURE OF 150 PSI AND A SAFETY FACTOR
OF 1.5.
27. SPECIFY THAT THE DUCTILE IRON PIPE INSTALLED IN THE
FILL AREAS SHALL BE CLASS 52.
28. ON THE SUMMER RAIN ROAD WATERLINE PROFILE, MOVE THE
FIRE HYDRANT AT STA. 10+45 TO A LOCATION OUTSIDE OF THE
PIPE LOWERING SECTION.
*
29. SHOW THE CONTINUATION OF THE OFFSITE WATERLINE PROFILE
ALONG SUMMER RAIN ROAD TO ITS TERMINATION AT BRANDERS
BRIDGE ROAD.
*
30. ON THE SUMMER RAIN PLACE WATERLINE PROFILE, CHANGE THE
CALLOUT OF THE GATE VALVE TO 6".
*
31. ON THE WINTER WIND DRIVE PROFILE 1, CALLOUT THE
45-DEGREE BENDS NEAR STA 10+00.
32. ON THE WINTER WIND DRIVE PROFILE 1, THERE ARE TWO
WATERLINE FITTINGS CALLED OUT NEAR STA 14+00 WHICH ARE NOT
SHOWN ON THE PLAN SHEET. EITHER DELETE THE FITTINGS FROM
THE PROFILE OR ADD THEM TO THE PLAN SHEET.
33. THE WATERLINE PROFILE ON WINTER WIND DRIVE NEAR
STA 24+00 APPEARS TO EXCEED THE MINIMUM ALLOWABLE BENDING
RADII. VERIFY THAT IT MEETS THE ALLOWABLE BENDING RADII
SHOWN ON DETAIL WAT-11. IF NOT, EITHER PROVIDE FITTINGS
WITH RESTRAINED MECHANICAL JOINTS OR REVISE PROFILE.
34. ON THE SPRING BEE LANE WATERLINE PLAN AND PROFILE, ADD
A VALVE APPROXIMATELY ONE PIPE LENGTH FROM THE PLUG TO
MINIMIZE WATER SERVICE OUTAGE WHEN THE WATERLINE IS
EXTENDED IN THE FUTURE.
*
35. ON THE SPRING BEE LANE WATERLINE PROFILE, MOVE THE
8" 11.25 DEGREE BEND AT STA. 11+25 TO A LOCATION OUTSIDE OF
THE PIPE LOWERING SECTION. IN ADDITION, CALLOUT THE TWO
8" 45-DEGREE BENDS.
*
36. BEGINNING AT MH3, SHOW THE SEWER PROFILE AT MINIMUM
GRADE (0.4%) UP TO THE MANHOLES AT THE ENDS OF AUTUMN COLOR
ROAD, SPRING BEE LANE, AND THE SOUTHERN END OF WINTER WIND
DRIVE TO ACCOMMODATE FUTURE SEWER SERVICE TO THE ADJACENT
PROPERTIES. WHEREVER THE DEPTH OF SEWER EXCEEDS 14 FEET,
12 INCHES OF GRAVEL IS REQUIRED OVER THE TOP OF THE PIPE.
*
37. AT MH26, THE INVERT OUT MUST BE 0.1 FOOT LOWER THAN
THE INVERT IN.
*
38. ADD A NOTE TO THE PROFILES INDICATING THE MANHOLE RIMS
OUTSIDE OF THE PAVED ROADS MUST BE INSTALLED AT 12" ABOVE
GRADE. ADDITIONALLY, THE PROFILES SHOULD SHOW THE MANHOLE
RIM ELEVATIONS GRAPHICALLY.
39. CHESTERFIELD COUNTY PREFERS THAT THE INVERT OF
INCOMING SEWER LINES BE 0.1 FEET HIGHER THAN THE OUTGOING
SEWER LINES AND DISCOURAGES ANY TYPE OF DROP UNLESS THIS IS
NOT FEASIBLE DUE TO A CONFLICT WITH ANOTHER UTILITY OR
STEEP SLOPES CREATE HIGH VELOCITIES . PLEASE REVISE ANY
SEWER PROFILES WHERE A DROP OF GREATER THAN 0.1 FEET IS
CURRENTLY SHOWN.
*
40. ON THE OFFSITE SANITARY SEWER PROFILE, CORRECT THE
TITLE OF THE PROFILE. IN ADDITION, ADD CLAY DAMS TO THE
PROFILE TO AVOID WATER FROM THE CREEK FROM BEING DIVERTED
ALONG THE PIPE BEDDING.
*
41. THOROUGHLY EXAMINE ALL SHEETS TO CORRECT ALL
EXTRANEOUS MARKINGS, OVERLAPPING TEXT, ILLEGIBLE TEXT AND
DRAWING FEATURES TO FACILITATE A CLEAN DRAWING WITH ALL
TEXT AND DRAWING FEATURES COMPLETELY LEGIBLE.
*
42. UPDATE THE UTILITY QUANTITIES ON THE COVER SHEET BASED
ON THESE REVIEW COMMENTS AND ANY REVISIONS.
*
43. UPDATE THE SANITARY SEWER SCHEDULE ON SHEET C7.0 TO
REFLECT ANY NEW MANHOLES.
*
44. DELETE THE FOLLOWING DETAILS: BLK-1, BLK-2, BLK-3,
AND MAN-10. ADD THE FOLLOWING DETAILS: MET-1, SEW-9,
WAT-4 AND WAT-6. REPLACE MET-4 WITH MET-2.
*
45. NOTES 1 THRU 5 OF THE UTILITY GENERAL NOTES ARE
INCLUDED IN THE CHESTERFIELD COUNTY DPU WATER AND SEWER
NOTES AND CAN BE DELETED. NOTES 6 AND 7 CAN BE RENUMBERED
AS A CONTINUATION OF THE FIRST SET OF NOTES.
*
46. DPU NOTE 6: MODIFY FIRST SENTENCE AS FOLLOWS:
"SEWER PIPE SHALL BE PVC UNLESS OTHERWISE NOTED."
*
47. DPU NOTE 15: CORRECT THE OPTIMUM MOISTURE TO +/- 2%.
*
48. DPU NOTE 19: CHANGE THE CONTOUR ELEVATION FROM 270 TO
95.
*
49. ADD THE START POINT FLOW TEST RESULTS AND THE
SIMULTANEOUS FLOW TEST INFORMATION RESULTS ON WATER FLOW
INFORMATION AS PER DES-5 TO THE PLAN SET.
*
50. ADD THE SANITARY SEWER HYDRAULIC ANALYSIS THAT WAS
PERFORMED AS PART OF COUNTY PROJECT NUMBER 06-0343.
*
51. WILL A LANDSCAPE PLAN BE FORTHCOMING? IF SO, PLEASE
ENSURE THAT ALL PROPOSED WATER UTILITIES ARE SHOWN. THIS
INCLUDES WATER SERVICE LINES AND WATERMAINS AS WELL AS
SEWER LATERALS. STREET TREES MUST BE LOCATED AT LEAST 10
FEET FROM SERVICE LINES/WATERMAINS AND LATERALS/CLEANOUTS
AND MAY NOT BE LOCATED WITHIN PUBLIC EASEMENTS. IF AN
IRRIGATION SYSTEM IS PROPOSED, A METER SIZING FORM WILL BE
REQUIRED.
*
52. 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 THESE
DOCUMENTS TO THE ATTENTION OF ANNE URENDA
(URENDAA@CHESTERFIELD.GOV). THE BID PROPOSAL MUST BE BASED
ON THE LATEST REVISED UTILITIES PLANS REFLECTING THE
REVIEW'S STAMP. BE ADVISED THAT IF THE PLANS ARE 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 AND EXECUTED PRIOR TO THE START OF CONSTRUCTION.
*
53. PLEASE MAKE ALL OF THE SUGGESTED REVISIONS AND SUBMIT
ONE (1) SET OF REVISED PLANS.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANNE URENDA, P.E./(804)748-1343
NAME OF PLAN : SEASON'S CREEK SUBDIVISION
ADDRESS : BRANDERS BRIDGE ROAD AND WHITEHOUSE
ROAD
SUBMISSION DATE : 8/10/17
PLAN DATED : 8/9/17
REVIEW DATE : 8/30/17
CASE NO. : 17CP0123
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : NO
ON THE COVER SHEET, MODIFY THE QUANTITIES BASED ON THE
COMMENTS BELOW. NOTE THAT THE VERTICAL BENDS NEED TO BE
INCLUDED IN THE QUANTITIES. ADD "CL 52" WHERE DUCTILE IRON
PIPE IS LISTED. ON THE SEWER QUANTITIES, ADD ANOTHER LINE
ITEM FOR SERVICE CONNECTIONS FOR FUTURE LOTS.
*
2. ON LOT 29, CHANGE THE LOCATION OF THE SEWER LATERAL TO
PROVIDE A 10-FOOT SEPARATION WITH THE WATERLINE.
*
3. ON LOT 49, MAKE THE LOT NUMBER VISIBLE.
ON SUMMER RAIN ROAD, MOVE THE ROAD CURVE TEXT TO MAKE
MH17 VISIBLE.
ON LOT 1, EXTEND THE WATER SERVICE SO THAT THE METER IS
LOCATED BEHIND THE CURB.
*
6. FIX THE LINE TYPE TO "SAN" BETWEEN THE FOLLOWING
MANHOLES: 3 AND 4, 4 AND 13, 4 AND 5, AND 6 AND 12.
INCLUDE A FLOW ARROW ON THESE LINES.
*
7. LABEL THE WATER AND SEWER EASEMENTS ON LOTS 12, 13, 53
AND 54.
AT THE 16" TEE WHERE THE WATERLINE WILL CONNECT TO THE
EXISTING WATERLINE, ADD A 16" BUTTERFLY VALVE AND 8" GATE
VALVE. SHOW VALVES ON PROFILES.
PLEASE SHOW THE SEWER LATERAL NEAR MH2 CONNECTING TO
THE MANHOLE INSTEAD OF THE PIPE.
*
10. BOLD THE TEXT WHICH STATES "12" G.V. TO BE CLOSED FOR
WATERLINE TIE-IN."
BEGINNING AT MH F4, SHOW THE SEWER PROFILE AT MINIMUM
GRADE (0.4%) UP TO THE MANHOLES AT THE ENDS OF AUTUMN COLOR
ROAD, SPRING BEE LANE, AND THE SOUTHERN END OF WINTER WIND
DRIVE TO ACCOMMODATE FUTURE SEWER SERVICE TO THE ADJACENT
PROPERTIES. WHEREVER THE DEPTH OF SEWER EXCEEDS 14 FEET,
12 INCHES OF GRAVEL IS REQUIRED OVER THE TOP OF THE PIPE.
MOVE MH1 30 FEET TO THE WEST. IN THE EVENT THAT
BRANDERS BRIDGE ROAD IS REALIGNED, THE COUNTY DOES NOT WANT
A MANHOLE IN A TRAVEL LANE.
ON THE SUMMER RAIN ROAD PROFILE, MODIFY THE PROFILE SO
THAT THERE IS A MINIMUM COVER OF 6 FEET OVER THE SANITARY
SEWER NEAR MANHOLES 18 AND 25, AND THE MINIMUM SEWER SLOPE
OF 0.4% IS MAINTAINED (CURRENTLY NOT ACHIEVED BETWEEN
MANHOLES 13 AND 14). FIX THE PROPOSED GRADE LINE BETWEEN
STA 24+00 AND STA 24+50 SO THAT IT MATCHES THE CONTOURS
ON THE SUMMER RAIN PLACE PROFILE, SMOOTH OUT THE
WATERLINE PROFILE BETWEEN STA 11+00 AND THE 16" X 6" TEE.
AS DRAWN IT DOES NOT MEET THE MINIMUM PIPE DEFLECTION.
DUCTILE IRON PIPE IS REQUIRED IN THE FILL
SHOW MH26 ON THE WINTER WIND DRIVE PROFILE 1.
*
16. ON THE WINTER WIND DRIVE PROFILE 1, DELETE THE
REFERENCE TO THE 8" 45-DEGREE VERTICAL BENDS NEAR
STA 10+15.
*
17. ON THE WINTER WIND DRIVE PROFILE 1 NEAR STA 17+50, FIX
THE HATCH PATTERN OF THE DUCTILE IRON PIPE UNDER THE DRAIN
PIPE SO THAT IT MATCHES THE OTHER DUCTILE IRON PIPE HATCH
PATTERN.
*
ON THE WINTER WIND DRIVE PROFILE 1 NEAR STA 24+00,
SMOOTH OUT THE WATERLINE PROFILE. AS DRAWN IT DOES NOT
MEET THE MINIMUM PIPE DEFLECTION.
*
19. ADD A CALLOUT FOR A 2" FLUSHING HYDRANT TO THE 8" PLUG
NEAR STA 24+50.
*
20. ON THE SUMMER RAIN ROAD W/L EXTENSION NORTH PROFILE,
BEGIN THE PROFILE AT THE TRIPLE 16" BENDS. THE FIRST
PORTION OF THE PROFILE IS ALREADY SHOWN ON SHEET C5.0.
ON ALL WATERLINE EXTENSION PROFILES, SHOW THE HATCHING
BETWEEN THE EXISTING GRADE AND PROPOSED GRADE.
MODIFY THE SANITARY SEWER MANHOLE LOCATION DATA AND
SANITARY SEWER PIPE TABLES ON SHEETS C3.0 AND C3.1 TO
REFLECT CHANGES TO THE PIPE SLOPES.
*
23. ON THE CHESTERFIELD COUNTY DPU SEWER AND WATER NOTES,
MODIFY THE FIRST SENTENCE OF NOTE 6 AS FOLLOWS:
"SEWER PIPE SHALL BE PVC UNLESS OTHERWISE NOTED."
*
24. UPDATE THE WATER MODEL HYDRAULIC ANALYSIS LAYOUT AND
RESULTS TO REFLECT THE CHANGES TO THE WATERLINE DESIGN.
*
25. PLEASE MAKE ALL OF THE SUGGESTED REVISIONS AND SUBMIT
ONE (1) SET OF REVISED PLANS.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: SEASON'S CREEK
CASE NUMBER: 17CP0123
LATEST PLAN DATE: 05/19/2017
DEPT. REC'D. DATE: 05/30/2017
SUBMITTAL NUMBER: ONE
REVIEW DATE: 06/15/2017
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
.
1. PLEASE SHOW ANTICIPATED ADTS ON SHEET C1.2 "OVERALL
PLAN".
.
2. AUTUMN COLOR ROAD AND SPRING BEE LANE SHALL BE EXTENDED
TO THE WEST AS FAR AS PRACTICABLE WITHOUT NECESSITATING
OFF-SITE CONSTRUCTION EASEMENTS.
.
3. PROVIDE ADEQUATE TEMPORARY CONSTRUCTION EASEMENTS AT THE
ENDS OF AUTUMN COLOR ROAD, SPRING BEE LANE, AND WINTER WIND
DRIVE TO ALLOW FOR THEIR EVENTUAL EXTENSION TO ADJACENT
PROPERTIES.
.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMENT
REVIEWER/PHONE#: STEVEN E. SIMONSON, P.E. (804)748-1037
NAME OF PLAN: SEASON'S CREEK
CASE NUMBER: 17CP0123
LATEST PLAN DATE: 08/09/2017
DEPT. REC'D. DATE: 08/14/2017
SUBMITTAL NUMBER: TWO
REVIEW DATE: 08/15/2017
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
.
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: SEASON'S CREEK
PLAN NUMBER: 17CP0123
LATEST REVISION DATE: 5/19/17
REVIEW DATE: 5/30/17
LATEST SUBMISSION DATE: 5/26/17
SUBMITTAL NUMBER: 1ST REVIEW
STATUS: NOT APPROVED
TABLE REVIEW: NO
.
AT THE ENTRANCE OF AUTUMN COLOR ROAD THE PAVEMENT SHALL BE
20 FEET IN WIDTH ON BOTH SIDES OF THE MEDIAN STRIP.
.
ADD A HYDRANT AT THE PROPERTY LINE OF LOT 66 AND 67 ON
WINTER WIND DRIVE.
.
ADD A HYDRANT AT THE INTERSECTION OF SUMMER RAIN ROAD AND
SUMMER RAIN PLACE.
.
PROVIDE COMPUTER GENERATED WATER FLOW TEST DATA, OBTAINED
FROM THE CHESTERFIELD COUNTY UTILITIES DEPARTMENT,VERIFYING
THE REQUIRED WATER FLOW FOR FIRE PROTECTION IS AVAILABLE AT
OR EXISTING HYDRANTS ON SITE. THE WATER FLOW TEST RESULTS
AND GRAPH SHALL BE SHOWN ON THE SUBMITTED PLAN.
.
SHOW THE NODE MAP AND RESULTS TABLE FOR THE PROPOSED OR
EXISTING HYDRANTS ON SITE SHOWING THE MAXIMUM FIRE FLOW CAN
BE ACHIEVED.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
REVIEW DEPARTMENT: FIRE AND LIFE SAFETY
REVIEWER / PHONE#: KIM LESTER / 748-1489
PLAN NAME: SEASON'S CREEK
PLAN NUMBER: 17CP0123
LATEST REVISION DATE: 8/9/17
REVIEW DATE: 8/31/17
LATEST SUBMISSION DATE: 8/15/17
LATEST SUBMISSION DATE: 8/15/17
SUBMITTAL NUMBER: 2ND REVIEW
STATUS: NOT APPROVED
TABLE REVIEW: NO
.
ADD A HYDRANT AT THE PROPERTY LINE OF LOT 17 AND 18 ON
SPRING BEE LANE.
.
REVISE THE FIRE FLOW TEST DATA TO SHOW ALL THE HYDRANTS.
++++++++++++++++++++++++++++++++++++++++++++++++++++++++

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