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All Site Plan Review Comments for Case # 18PR0130
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CASE NO: 18PR0130 STATUS: PENDING APPROVAL
PROJECT NAME: DEERHILL ROAD STORAG - LAST INTERNET UPDATE: 11/20/17
SUBMITTAL TYPE: INDUSTRIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 00 09/20/17 10/11/17 ******** ********
ENVIR.ENGR.-: 01 10/25/17 11/01/17 ******** ********
FIRE DEPT.--: 01 10/25/17 11/01/17 COMPLETE 10/31/17 AWB 717-6167
MAPPING/GIS-: 01 10/25/17 11/01/17 COMPLETE 11/01/17 AMJ 768-7549
PLANNING----: 01 10/25/17 11/01/17 COMPLETE 10/26/17 BSM 717-6143
TRANSPORT.--: 01 10/25/17 11/01/17 COMPLETE 11/01/17 SJA 751-4461
UTIL.PLAN.--: 01 10/25/17 11/01/17 ******** ********
UTILITIES---: 01 10/25/17 11/01/17 AMENDED* 11/01/17 A U
UTIL.R.O.W.-: 01 10/25/17 11/01/17 ******** ********
VDOT--------: 01 10/25/17 11/01/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANNE URENDA, P.E./(804)748-1343
NAME OF PLAN : DEERHILL ROAD STORAGE YARD
ADDRESS : 11900 DEERHILL ROAD
SUBMISSION DATE : 9/20/17
PLAN DATED : 9/19/17
REVIEW DATE : 10/6/17
PLANNING CASE NO.: 18PR0130
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
COUNTY PROJECT NUMBER 17-0198 SHALL BE PLACED ON THE
LOWER RIGHT-HAND CORNER OF EACH SHEET.
*
ADD A NOTE TO THE PLAN STATING ALL EXISTING VALVE BOXES,
MH RIMS, ETC. THAT ARE IMPACTED DURING CONSTRUCTION MUST B
ADJUSTED TO FINAL GRADE AFTER CONSTRUCTION.
*
3. UPDATE THE LEGEND SO THAT THE SYMBOLS MATCH WHAT IS
SHOWN ON THE PLAN SHEETS.
*
4. ON THE WATER AND SEWER QUANTITIES TABLE, CHANGE TEE SIZ
TO 12" X 6" TEE, ADD 6" DUCTILE IRON PIPE, ADD 6" AND 12"
45-DEGREE BENDS, DELETE JUMPER, AND ADD UNITS (VLF) TO
MANHOLE QUANTITY. UPDATE TABLE WITH ANY OTHER CHANGES BASE
ON COMMENTS BELOW.
MOVE THE LOCATION OF THE EXISTING METER BOX SHOWN AT THE
END OF THE 12" WATERLINE. IT SHOULD BE SHOWN APPROXIMATEL
45 FEET TO THE NORTH.
*
6. THERE ARE A TOTAL OF 5 EXISTING METER BOXES THAT NEED T
BE SHOWN ON THE SITE PLAN. IT IS PREFERABLE THAT ANY
PROPOSED WATER SERVICES FOR THE SITE, INCLUDING IRRIGATION
AND FUTURE BUILDING, USE AN EXISTING WATER SERVICE.
IDENTIFY WHICH METER BOXES AND SERVICE LINES ARE TO BE
REMOVED AND THOSE WHICH WILL BE USED FOR IRRIGATION AND
DOMESTIC THE FUTURE BUILDING.
ADD A NOTE TO REMOVE OR ABANDON THE 2 EXISTING SEWER
LATERALS WHICH CONNECT TO MH E14 AND ONE OF THE UPSTREAM
LATERALS WHICH WILL NOT SERVE THE FUTURE BUILDING.
*
8. CHANGE THE 12" X 6" TS&V TO A 12" X 6" CUT-IN TEE.
*
9. ADD A 10' WIDE PUBLIC EASEMENT AROUND THE EXISTING FIRE
HYDRANT AND ADD A NOTE TO ADJUST THE FIRE HYDRANT TO
FINISHED GRADE.
*
10. ON SHEET C03, UPDATE OR DELETE THE NOTES AT THE TOP OF
THE PAGE BASED ON THEIR APPLICABILITY TO THE PROJECT.
*
ADD A NOTE STATING THAT THE WATER VALVE NEEDS TO BE
CLOSED FOR WORK PERFORMED ON THE EXISTING 12" WATERLINE.
IDENTIFY THE DISTANCE TO THE VALVE.
*
13. ON STORM SEWER 1-13 PROFILE, IDENTIFY THE SIZE OF THE
SANITARY SEWER PIPES BEING CROSSED BY THE STORM SEWER.
CHANGE THE PIPE MATERIAL OF THE PROPOSED WATERLINE FROM PV
TO DUCTILE IRON.
ON SHEET C07.1, FLIP EITHER THE SANITARY SEWER OR
WATERLINE PROFILE SO THAT THE STATIONING HAS THE SAME
ORIENTATION RELATIVE TO THE PLAN VIEW. SHOW THE WATERLINE
CROSSING IN THE SANITARY SEWER PROFILE AND THE SANITARY
SEWER CROSSING IN THE WATERLINE PROFILE.
*
15. ON BOTH THE EXISTING SANITARY PROFILE AND EXISTING
WATERLINE PROFILE, EXTEND THE PROFILES TO SHOW WHERE THE
PROPOSED GRADE TIES INTO THE EXISTING GRADE.
*
16. ON BOTH WATERLINE PROFILES, CHANGE THE 12" X 6" TS&V T
CUT-IN TEE.
*
17. ON THE 6" WATERLINE PROFILE, CHANGE THE MATERIAL OF TH
6" PIPE IN FILL TO DUCTILE IRON CL52.
*
CALCULATE THE REQUIRED LENGTH OF RESTRAINT FOR THE
WATERLINE VERTICAL FITTINGS AND PROVIDE PIPE RESTRAINT
CALCULATIONS. SHOW CALCULATED DISTANCES ON THE PROFILES.
CALCULATIONS SHOULD USE A TEST PRESSURE OF 150 PSI AND A
SAFETY FACTOR OF 1.5.
*
19. 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. TREES MUST BE LOCATED AT LEAST 8 FEET FRO
SERVICE LINES/WATERMAINS AND LATERALS/CLEANOUTS AND MAY NO
BE LOCATED WITHIN PUBLIC EASEMENTS.
SUBMIT ONE SET OF PLANS WITH REVISIONS TO UTILITIES ON
NEXT SUBMITTAL.
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REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANNE URENDA, P.E./(804)748-1343
NAME OF PLAN : DEERHILL ROAD STORAGE YARD
ADDRESS : 11900 DEERHILL ROAD
SUBMISSION DATE : 10/25/17
PLAN DATED : 10/24/17
REVIEW DATE : 10/31/17
PLANNING CASE NO.: 18PR0130
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : YES
*
1. REMOVE THE WATER METER SYMBOL AT THE END OF THE 12"
WATERLINE.
*
2. DELETE THE NOTE NEAR EX. SAN MH "E14" ABOUT ABANDONING
THE EXISTING 12" PVC WATERLINE.
*
CHESTERFIELD COUNTY DOES NOT ALLOW EXISTING WATER
SERVICES TO BE EXTENDED WITH FITTINGS OR COUPLINGS UNLESS
THE SERVICE IS OVER 100 FEET IN LENGTH. THE 2 EXISTING
WATER SERVICES WHICH WERE TO BE USED FOR IRRIGATION AND
FUTURE USE NEED TO BE ABANDONED OR REMOVED AND THE METER
BOXES RELOCATED. NEW WATER SERVICES NEED TO BE INSTALLED
MINIMUM OF 18" FROM EXISTING WATER SERVICES. IT WOULD BE
THE COUNTY'S PREFERENCE IF BOTH THE IRRIGATION SERVICE AND
THE FUTURE DOMESTIC SERVICE ARE INSTALLED IN THE SAME
EASEMENT BY THE FRONT ENTRANCE. ACCESS TO THE METERS MUST
BE OUTSIDE OF THE FENCED AREA. ADJUST THE QUANTITY OF
¾" WATER SERVICE IN THE WATER QUANTITY TABLE, UPDATE THE
DEMOLITION SHEET ON SHEET C02, AND UPDATE THE EASEMENT PLA
ACCORDINGLY.
CONSIDERATION SHOULD BE GIVEN TO EXTENDING THE EXISTING
SANITARY LATERAL TO BE USED FOR FUTURE USE SO THAT THE ROA
IS NOT DISTURBED WHEN A BUILDING IS CONSTRUCTED. IF
LATERAL IS EXTENDED, ADD QUANTITY TO SEWER QUANTITY TABLE.
*
5. ADD A NOTE TO THE EXISTING FIRE HYDRANT TO ADJUST IT TO
FINISHED GRADE.
*
6. ADD A TITLE TO THE WATERLINE PROFILE.
*
7. AS A CONDITION OF A TABLE REVIEW, REVISED PLAN SHEETS
AND A COMMENT RESPONSE LETTER MUST BE SUBMITTED IN PDF
FORMAT TO ANNE URENDA PRIOR TO THE TABLE REVIEW.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: DEERHILL ROAD STORAGE YARD
SITE PLAN NUMBER: 18PR0130
LATEST PLAN DATE: 09/19/17
DEPT. REC'D. DATE: 09/22/17
SUBMITTAL NUMBER: ONE
REVIEW DATE: 09/22/17
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: R/W VACATION - DEERHILL RD
.
1. PRIOR TO SITE PLAN APPROVAL, PROVIDE DOCUMENTATION THAT
DEERHILL ROAD RIGHT-OF-WAY HAS BEEN VACATED AND NEW RIGHT-
OF-WAY DEDICATED.
.
2. HOW WILL STATE ACCEPTANCE OF DEERHILL ROAD BE ADDRESSED
EE MAY REQUIRE BONDING FOR ROAD UNTIL STATE ACCEPTED.
ALSO, PRIOR TO FUTURE SITE PLAN APPROVAL FOR A BUILDING,
COUNTY MAY WITHHOLD ISSUANCE OF CO UNTIL DEERHILL ROAD IS
BROUGHT INTO THE STATE SYSTEM OR BOND FOR ENTIRETY OF ROAD
BY DEVELOPER.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: DEERHILL ROAD STORAGE YARD
SITE PLAN NUMBER: 18PR0130
LATEST PLAN DATE: 10/24/17
DEPT. REC'D. DATE: 10/27/17
SUBMITTAL NUMBER: TWO
REVIEW DATE: 11/01/17
RECOMMENDATION: APPROVED
PLAT PROCESSING: R/W VACATION - DEERHILL RD
==========================================================
==========================================================
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: BRAD MORRISON / 717-6143
PLAN NAME: DEERHILL ROAD STORAGE YARD
PLAN NUMBER: 18PR0130
ORIGINAL PLAN DATE: 9/19/17
REVISION DATE:
LATEST SUBMISSION DATE: 9/19/17
REVIEW DATE: 10/4/17
SUBMITTAL NUMBER : 1
STATUS: REVISIONS REQUIRED
TABLE REVIEW: NO
.
1. SHOW PARKING CALCULATION PER 19.1-235 & 236 AND
DEMONSTRATE SPACES ON THE SITE PLAN.
.
2. SHOW LOCATION AND DETAILS OF HANDICAP PARKING
SIGNAGE.
.
3. PER SEC. 19.1-253.B, 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). NOTE SEC. 19.1-253
LANDSCAPING REQUIREMENTS.
.
4. PER SEC. 19.1-246, AT LEAST A CONCEPTUAL LANDSCAPING
PLAN SHALL BE APPROVED PRIOR TO RELEASE OF FINAL SITE
PLAN APPROVAL.
.
5. ANY EXISTING TREES IN SETBACKS THAT ARE APPROVED FOR
REMOVAL SHALL BE SHOWN AS SUCH ON THE EROSION CONTROL,
GRADING AND LANDSCAPE PLANS PER SEC. 19.1-247(A)1.
.
6. PER SEC. 19.1-205, SHOW ON THE LANDSCAPE PLAN OR
ADDITIONALLY ON A SEPARATE LIGHTING PLAN THE LOCATION OF A
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.
.
7. PER SEC. 19.1-317 A, B, 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.
.
8. SHOW ON THE SITE PLAN THE FOOTPRINTS OF PROPOSED
BUILDINGS.
**********************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: BRAD MORRISON / 717-6143
PLAN NAME: DEERHILL ROAD STORAGE YARD
PLAN NUMBER: 18PR0130
ORIGINAL PLAN DATE: 9/19/17
REVISION DATE: 10/24/17
LATEST SUBMISSION DATE: 10/25/17
REVIEW DATE: 10/26/17
SUBMITTAL NUMBER : Y
STATUS: REVISIONS REQUIRED
TABLE REVIEW: YES - SLIP SHEET IF OTHER DEPTS APPROVE.
.
1. SHOW TREE PROTECTION TAPE ON EROSION AND SEDIMENT
CONTROL PLAN FOR TREE PRESERVATION IN SETBACKS.
***************************************************
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : DEERHILL ROAD STORAGE YARD
CASE NUMBER : 18PR0130
LATEST PLAN DATE : 9/19/17
RECEIVED DATE : 9/25/17
SUBMITTAL NUMBER : 1
REVIEW DATE : 10/10/17
ADDRESS : 11900 DEERHILL RD
STATUS : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON (N) 768-7549
PROJECT NAME : DEERHILL ROAD STORAGE YARD
CASE NUMBER : 18PR0130
LATEST PLAN DATE : 10/24/17
RECEIVED DATE : 10/27/17
SUBMITTAL NUMBER : 2
REVIEW DATE : 11/1/17
ADDRESS : 11900 DEERHILL RD
STATUS : APPROVED
==========================================================
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: DEERHILL ROAD STORAGE YARD
SITE PLAN NUMBER: 18PR0130
ADDRESS: 11900 DEERHILL ROAD
LATEST PLAN DATE: 9/19/17
DEPT. REC'D. DATE: 9/25/17
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 9/28/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE 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: DEERHILL ROAD STORAGE YARD
SITE PLAN NUMBER: 18PR0130
ADDRESS: 11900 DEERHILL ROAD
LATEST PLAN DATE: 10/24/17
DEPT. REC'D. DATE: 10/31/17
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 10/31/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE SITE PLAN IS APPROVED AS SUBMITTED.

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