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All Site Plan Review Comments for Case # 18PR0154
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CASE NO: 18PR0154 STATUS: PENDING APPROVAL
PROJECT NAME: WEST BOOKER BOULEVAR - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 00 11/01/17 11/22/17 ******** ********
FIRE DEPT.--: 00 11/01/17 11/22/17 COMPLETE 11/13/17 AWB 717-6167
MAPPING/GIS-: 00 11/01/17 11/22/17 COMPLETE 11/21/17 AMJ 768-7549
PLANNING----: 00 11/01/17 11/22/17 ******** ********
TRANSPORT.--: 00 11/01/17 11/22/17 COMPLETE 11/21/17 SJA 751-4461
UTIL.PLAN.--: 00 11/01/17 11/22/17 ******** ********
UTILITIES---: 00 11/01/17 11/22/17 ******** ********
UTIL.R.O.W.-: 00 11/01/17 11/22/17 ******** ********
VDOT--------: 00 11/01/17 11/22/17 ******** ********
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: WEST BOOKER BOULEVARD
SITE PLAN NUMBER: 18PR0154
LATEST PLAN DATE: 10/30/17
DEPT. REC'D. DATE: 11/06/17
SUBMITTAL NUMBER: ONE (HALE)
REVIEW DATE: 11/21/17
RECOMMENDATION: NOT APPROVED
.
1. REVISE TO SHOW CONCRETE HATCHING FOR ROUTE 10 SIDEWALK.
MAKE SURE LIMITS OF DISTURBANCE MATCH AREA OF NEW SIDEWALK
.
2. NOTE COUNTY CLASSIFICATION FOR ROUTE 10 (MAJOR
ARTERIAL). WEST BOOKER BLVD IS NOT ON THE THOROUGHFARE PLA
(URBAN LOCAL).
.
3. CORRECT ZONING CASE 16SN0685 ON COVER (16SN0685). CASE
05SN0276 MAY NOT NEED TO BE REFERENCED SINCE 16SN0685
SUPERSEDES PREVIOUS CASE. PLEASE CHECK WITH PLANNER.
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REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : WEST BOOKER BOULEVARD
CASE NUMBER : 18PR0154
LATEST PLAN DATE : 10/27/17
RECEIVED DATE : 11/7/17
SUBMITTAL NUMBER : 1
REVIEW DATE : 11/21/17
ADDRESS : 12240 AND 12250 IRON BRIDGE RD
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. IN THE SITE SUMMARY AND NOTES, #3 IS MISSING THE GPINS
FOR THE AREA OF THE OFFSITE SOIL STOCKPILE. PLEASE
INCLUDE THEM.
2. PLEASE PROVIDE 2 COORDINATE POINTS ON THE BOUNDARY
FOR THE OFFSITE SOIL STOCKPILE.
3. BEARINGS SHOWN ARE NOT INDICATED TO BE NAD83 BEARINGS.
ADD THIS INDICATION TO ALL NORTH ARROWS.
4. STREET ADDRESS LOCATION IS NOT SHOWN. IT CAN BE
LOCATED ON THE BUILDING, ON A SIGN OR AS A PART OF A
MONUMENT SIGN. LOCATION AND MATERIAL USED MUST BE NOTED
ON THE SITE PLAN. IF YOU ARE USING A MONUMENT SIGN, A
DETAIL OF THE MONUMENT SIGN MUST BE ON THE SITE PLAN.
5. IF THE SITE IS ON A THROUGH OR CORNER LOT AND THE
STREET ADDRESS SIGN WILL BE VISIBLE FROM MORE THAN
ONE ROAD, THE STREET NAME SHOULD BE INCLUDED IN THE
SIGN.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: WEST BOOKER BOULEVARD
SITE PLAN NUMBER: WEST BOOKER BOULEVARD
ADDRESS: 12250 WEST BOOKER BOULEVARD
LATEST PLAN DATE: 10/27/17
DEPT. REC'D. DATE: 11/8/17
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 11/13/17
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. 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.
2. REVIEW DOES NOT INDICATE PROPER NUMBER AND OR LOCATION
OF FIRE HYDRANTS. THE NUMBER OF FIRE HYDRANTS REQUIRED
SHALL BE BASED ON THE INTERNATIONAL FIRE CODE - SECTION
C105 AND TABLE C105.1 FOR AVERAGE SPACING BETWEEN FIRE
HYDRANTS AND MAXIMUM DISTANCE FROM ANY POINT ON A STREET
OR ROAD FRONTAGE TO A FIRE HYDRANT. A MINIMUM DISTANCE OF
40 FEET SHALL BE PROVIDED BETWEEN FIRE HYDRANTS AND
BUILDING EXTERIOR WALL AND FIRE HYDRANTS SHALL BE
LOCATED AT A MAXIMUM DISTANCE OF 50 FEET BETWEEN HYDRANT
AND FIRE DEPARTMENT CONNECTION FOR ANY PROPOSED FIRE
SPRINKLER SYSTEM OR STANDPIPE SYSTEM.

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