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CASE NO: 17PR0263 STATUS: PENDING APPROVAL
PROJECT NAME: MYERS RETAIL - LAST INTERNET UPDATE: 11/20/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ENVIR.ENGR.-: 02 11/15/17 12/11/17 ******** ********
FIRE DEPT.--: 02 11/15/17 12/11/17 COMPLETE 11/16/17 AWB 717-6167
MAPPING/GIS-: 02 11/15/17 12/11/17 ******** 10/05/17 AMJ 768-7549
PLANNING----: 02 11/15/17 12/11/17 ******** 10/19/17 BSM 717-6143
TRANSPORT.--: 02 11/15/17 12/11/17 ******** 10/11/17 SJA 751-4461
UTIL.PLAN.--: 02 11/15/17 12/11/17 ******** ********
UTILITIES---: 02 11/15/17 12/11/17 ******** 10/16/17 A U
UTIL.R.O.W.-: 02 11/15/17 12/11/17 ******** ********
VDOT--------: 02 11/15/17 12/11/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANNE URENDA, P.E./(804)748-1343
NAME OF PLAN : MYERS RETAIL
ADDRESS : 9800 LORI ROAD
SUBMISSION DATE : 6/23/17
PLAN DATED : 6/16/17
REVIEW DATE : 7/6/17
PLANNING CASE NO.: 17PR0263
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
*
1. COUNTY PROJECT NUMBER 14-0269 SHALL BE PLACED ON THE
LOWER RIGHT HAND CORNER OF EACH SHEET.
2. PLEASE INDICATE WHAT VERTICAL DATUM WAS USED. BE
ADVISED THAT CHESTERFIELD COUNTY REQUIRES NGVD 29;
THEREFORE, MAKE ANY NECESSARY CORRECTIONS AS APPLICABLE.
*
3. IN UTILITY NOTE 4, ADD 173 AS THE CONTOUR BELOW WHICH
PRVS WILL BE REQUIRED.
*
4. ON THE WATER AND SEWER QUANTITIES TABLES, INDICATE THE
SIZE OF THE TAPPING SLEEVE (16" X 8"), ADD "HYDRANT" TO 8"
X 6" TEE, AND ADD 5 MANHOLE INSERTS TO PUBLIC SANITARY
TABLE.
*
ON SHEET C04, LABEL THE EXISTING 16" WATERLINE WITH
COUNTY PROJECT NUMBER, SIZE AND MATERIAL.
*
7. LABEL THE DEED BOOK AND PAGE OF THE EXISTING SANITARY
SEWER EASEMENT AND EXISTING WATERLINE EASEMENT.
*
8. PROVIDE LOCATION OF A MINIMUM OF ONE BENCHMARK. ADD
THE APPROPRIATE SYMBOL TO THE LEGEND ON THE COVER SHEET.
*
9. SHOW THE APPROXIMATE LOCATION OF THE REQUIRED WATERLIN
"JUMPER". THE JUMPER MUST CONFORM TO DETAIL WAT-6. NOTE
THAT THE JUMPER IS NOT REMOVED UNTIL WATER ACCEPTANCE INTO
THE SYSTEM HAS BEEN ACHIEVED.
*
10. A PROPOSED STORM SEWER CROSSES AN EXISTING 16" AC
WATERLINE NEAR THE ENTRANCE ON IRONBRIDGE ROAD. THE STORM
MANHOLES ARE LOCATED VERY CLOSE TO THE WATERLINE. THE
WATERLINE NEEDS TO BE POTHOLED AT THE LOCATION OF THE
PROPOSED STORM MANHOLES TO DETERMINE THE EXACT LOCATION AN
DEPTH OF THE WATERLINE. THIS WILL DETERMINE IF ANY
ADJUSTMENTS NEED TO BE MADE TO THE LOCATION OF THE MANHOLE
TO ENSURE THEY ARE INSTALLED SEVERAL FEET AWAY FROM THE
EXISTING WATERLINE.
*
11. IT DOES NOT APPEAR THAT THE SANITARY SEWER WILL BE
ABLE TO SERVE FUTURE BUILDINGS BEYOND THE PROPOSED
BUILDING. THEREFORE, A PUBLIC SEWER IS NOT REQUIRED
UPSTREAM OF MANHOLE 3. ADJUST THE SEWER EASEMENT AND THE
PUBLIC/PRIVATE PORTIONS OF THE SANITARY SEWER IN BOTH THE
PLAN AND PROFILE VIEWS.
*
12. LABEL THE SIZE OF THE PROPOSED GREASE TRAP. CORRECT
THE SHEET NUMBER ON WHICH THE DETAIL IS SHOWN.
*
13. FILL IN THE DETAIL CALLOUT FOR THE OPEN CUT DETAIL
REFERENCE ON FRITH LANE.
4. ADD A DOMESTIC SEWER LATERAL FROM THE BUILDING THAT
CONNECTS TO THE SEWER LINE DOWNSTREAM OF THE GREASE TRAP.
*
15. A SAMPLING MANHOLE PER DETAIL MAN-17 IS REQUIRED FOR
THE PRIVATE SANITARY SEWER. THE MANHOLE SHOULD BE LOCATED
OUTSIDE OF TRAVEL AREAS TO ALLOW COUNTY STAFF ACCESS TO
MONITOR THE WASTE STREAM. THE MANHOLE SHOULD BE BETWEEN
4' AND 6' DEEP IF POSSIBLE. THE MANHOLE MUST BE LOCATED
DOWNSTREAM OF THE DOMESTIC AND GREASE TRAP WASTE LINES AND
HAVE ONE INVERT IN AND ONE INVERT OUT. PLEASE LABEL THE
SAMPLING MANHOLE ON BOTH THE PLAN AND PROFILE.
*
17. THE COUNTY WOULD PREFER THAT THE FUTURE 1½" WATERLINE
BE REMOVED FROM THIS PROJECT. IF A NEW SERVICE IS NEEDED
AT A LATER TIME, IT CAN TAP INTO THE EXISTING 16" WATERLIN
IN IRONBRIDGE ROAD OR THE 8" PROPOSED WATERLINE. A
PROPOSED EASEMENT FOR THE 1½" WATERLINE CAN BE SHOWN IF
DESIRED.
*
18. ON SHEET C04.1, ADD THE COUNTY PROJECT NUMBER
(88-0157)TO THE EXISTING SANITARY SEWER TO WHICH THE NEW
SEWER IS BEING CONNECTED (BOTH PLAN VIEW AND PROFILE).
*
19. ON THE SEWER PROFILE AT THE EXISTING MANHOLE, ADD BUO
INVERT IN OF 196.10 (S) AND INVERT OUT OF 195.14. ALSO,
ADJUST THE EXISTING GRADE LINE SO THAT IT MATCHES THE TOP
OF THE MANHOLE.
20. FOR ANY PUBLIC SEWER THAT HAS LESS THAN 6 FEET OF
COVER UNDER ROADS, THE PIPE MATERIAL MUST BE DUCTILE IRON.
21. ON SHEET C04.1, LABEL LORI ROAD.
22. ALL PROPOSED MANHOLES WILL REQUIRE MANHOLE INSERTS.
MANHOLE INSERT IS ALSO REQUESTED AT THE EXISTING MANHOLE T
WHICH THE PROPOSED SEWER WILL CONNECT. ADD A NOTE STATING
THAT INSERTS ARE REQUIRED FOR ALL MANHOLES AND THE APPROVE
INSERT SHALL BE PARSON PMI3SE WITH VALVE, GASKET, AND
STRAP. NOTE THAT THIS IS NOT REQUIRED FOR SAMPLING
MANHOLES.
23. PROVIDE PIPE RESTRAINT CALCULATIONS FOR THE RESTRAINE
PIPE FITTING (8" WATERLINE DEAD END) AND SHOW CALCULATED
DISTANCE ON THE WATERLINE PROFILE. CALCULATIONS SHOULD USE
A TEST PRESSURE OF 150 PSI AND A SAFETY FACTOR OF 1.5.
*
24. ADD A NOTE TO THE SANITARY PROFILE INDICATING THAT TH
MH RIMS FOR MHS 4 AND 5 MUST BE INSTALLED AT 12" ABOVE
GRADE. ADDITIONALLY, THE PROFILE SHOULD BE REVISED TO SHO
THE MANHOLE RIM ELEVATIONS GRAPHICALLY.
*
25. ON SHEET C04.4, DELETE DETAIL DES-2 AND ADD THE
IRRIGATION METER SIZING FORM. SUBMIT AN 8½" X 11" METER
SIZING FORM FOR THE IRRIGATION SERVICE.
*
26. THE GREASE TRAP DETAIL SHOWS A SIZE OF 1250 GALLONS
BUT THE SEWER QUANTITY TABLE SHOWS A SIZE OF 1500 GALLONS.
PLEASE CONFIRM SIZE OF THE GREASE TRAP AND MAKE NECESSARY
CORRECTIONS.
*
27. ON SHEET C05.1, SHOW THE 16" WATERLINE IN THE STORM
CULVERT PROFILE FOR STR#28 - STR#25.
*
28. IF ANY CHANGES TO THE PROPOSED UTILITIES ARE MADE
BASED ON THESE COMMENTS, PLEASE UPDATE THE MATERIAL
QUANTITIES (PUBLIC AND PRIVATE) ON THE COVER SHEET
ACCORDINGLY. NOTE THAT THE BACKFLOW PREVENTERS AND MOST O
THE 2" WATER SERVICE SHOULD BE LABELED AS PRIVATE.
29. 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.
30. BE ADVISED THAT FOR ALL ONSITE PUBLIC WATERLINES
AND/OR SEWER LINES THAT ARE CONTAINED WITHIN EASEMENTS OR
PROPOSED RIGHTS-OF-WAY, THE EASEMENTS OR RIGHTS-OF-WAY MUS
BE DEDICATED PRIOR TO ACCEPTANCE OF UTILITIES INTO SYSTEM.
OFFSITE EASEMENTS MUST BE RECORDED BEFORE PLAN CAN BE
RELEASED TO CONSTRUCTION.
31. PRIOR TO RELEASE OF THE PROJECT TO THE CONSTRUCTION
SECTION, A COPY OF THE ENVIRONMENTAL ENGINEERING APPROVAL
LETTER AND/OR ALL OTHER APPLICABLE LOCAL STATE AND FEDERAL
AGENCIES' APPROVAL LETTERS MUST BE RECEIVED BY THE
UTILITIES DEPARTMENT.
32. 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 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 THESE
DOCUMENTS TO THE ATTENTION OF ANNE URENDA
(URENDAA@CHESTERFIELD.GOV). THE BID PROPOSAL MUST BE BASED
ON THE APPROVED SITE PLAN. BE ADVISED THAT IF THE SITE PLA
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.
33. UPON SITE PLAN APPROVAL, SUBMIT FOUR SETS OF THE
APPROVED PLANS DIRECTLY TO THE UTILITIES DEPARTMENT FOR
OUR USE DURING CONSTRUCTION INSPECTION. ONE ADDITIONAL
ROLLED SET WILL BE REQUESTED AFTER THE PROJECT IS RELEASED
* CONSTRUCTION TO BE USED FOR AS-BUILTS.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : ANNE URENDA, P.E./(804)748-1343
NAME OF PLAN : MYERS RETAIL
ADDRESS : 9800 LORI ROAD
SUBMISSION DATE : 9/28/17
PLAN DATED : 9/27/17
REVIEW DATE : 10/16/17
PLANNING CASE NO.: 17PR0263
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : NO
1. ON THE WATER AND SEWER QUANTITIES TABLES, UPDATE THE
ITEMS BASED ON COMMENTS BELOW AS FOLLOWS: DELETE THE
1 EA 16"16" TEE, DELETE THE 2 EA 16" X 16" TS&V, ADD
"HYDRANT" TO 8" X 6" TEE, CHANGE NUMBER OF 16" 45-DEGREE
BENDS TO 8 EA, AND ADD 2 EA 8" 45-DEGREE BENDS. UPDATE TH
16" DIP FOOTAGE.
*
2. ON SHEET C04, REMOVE REFERENCE TO UTILITY FROM THE SHEE
TITLE.
CHESTERFIELD WILL ALLOW THE EXISTING 16" WATERLINE TO BE
SHUT DOWN FOR TIE-IN OF NEW PIPING. THEREFORE, NO TAPPING
SLEEVES AND VALVES ARE NECESSARY. INSTEAD, CONNECT THE NE
16" DIP TO THE EXISTING 16" AC PIPE AT EACH END WITH A
STICK OF 16" DIP AND A 45-DEGREE BEND. MODIFY THE LENGTH
OF AC PIPE TO BE REMOVED.
. THE 16" 45-DEGREE BENDS NEAR THE CONNECTIONS TO THE AC
PIPE WILL NEED TO BE RESTRAINED. PROVIDE A DETAIL OF THE
PROPOSED THRUST RESTRAINT.
*
5. REVISE THE PROPOSED 16" WATERLINE DIAGRAM AND NARRATIVE
PER PREVIOUS COMMENT.
ADD THE FOLLOWING NOTES REGARDING CONNECTION TO EXISTING
16" WATERLINE: 1. CONTRACTOR SHALL TEST HOLE THE EXISTIN
WATERLINE TO THE VERIFY HORIZONTAL AND VERTICAL LOCATION A
BOTH TIE-IN LOCATIONS. 2. CONTRACTOR MUST HAVE PERSON WITH
APPROPRIATE SUPERVISOR TRAINING MEETING 40CFR763 WHEN
HANDLING ASBESTOS CONCRETE PIPE. 3. ASBESTOS CONCRETE PIPE
THAT IS REMOVED MUST BE PROPERLY HANDLED AND DISPOSED OF I
A LANDFILL THAT IS AUTHORIZED TO ACCEPT ASBESTOS WASTE.
*
7. SHOW THE PROPERTY LINE FOR THE CHESTERFIELD COUNTY
PROPERTY ON THE EAST SIDE OF LORI ROAD. SHOW AN EASEMENT I
NECESSARY.
CORRECT THE SPELLING OF "DRAINAGE" ON THE DRAINAGE
EASEMENT CALLOUTS.
*
9. COORDINATE THE LOCATION OF THE FIRE HYDRANT AND METERS
WITH THE LANDSCAPING PLAN AND MAKE SURE THE EASEMENTS MATC
EACH OTHER. KEEP BUSHES AT LEAST 2 FEET AWAY FROM THE
HYDRANT AND METERS AND TREES OUTSIDE OF THE EASEMENT. CAL
OUT THE 8" X 6" TEE AS A HYDRANT TEE.
*
10. ON THE STORM SEWER 24 - 32 PROFILE, CHANGE THE SIZE OF
THE PROPOSED 16" DIP NEAR STATION 0+17 TO 8" DIP.
ON THE SANITARY SEWER PROFILE, LABEL THE COUNTY PROJECT
NUMBER (U88-157D) OF THE EXISTING SANITARY SEWER AND ADD
THE INVERT OUT ELEVATION. ADD A NOTE REGARDING THE METHOD
OF CONNECTION TO THE EXISTING MANHOLE (UTILIZE BUILT-UP
OPENING OR CORE NEW OPENING).
*
12. AT MH 2, THE MANHOLE LID CAN BE FLUSH WITH THE GROUND
SINCE IT IS LOCATED SO CLOSE TO THE PAVEMENT. REMOVE NOTE
ON PLAN VIEW AND ADJUST IN PROFILE VIEW.
AT MH 3, ADJUST THE ELEVATION OF THE INCOMING SANITARY
SEWERS SO THAT THE DROP DOES NOT EXCEED 1.99 FEET. A
VERTICAL SEPARATION BETWEEN 6" AND 18" IS ACCEPTABLE IF
DUCTILE IRON PIPE IS BEING USED FOR THE SEWER.
INDICATE ON THE WATERLINE PROFILES THAT ALL JOINTS WILL
BE RESTRAINED.
*
15. ON THE 16-INCH WATERLINE PROFILE, LABEL THE COUNTY
PROJECT NUMBER (W72-50C) OF THE EXISTING WATERLINE.
*
16. SUBMIT AN 8½" X 11" METER SIZING FORM FOR THE
IRRIGATION SERVICE.
*
17. SUBMIT 1 SET OF PLANS WITH REVISIONS WITH NEXT
SUBMITTAL.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: MYERS RETAIL
SITE PLAN NUMBER: 17PR0263
LATEST PLAN DATE: 06/16/17
DEPT. REC'D. DATE: 06/27/17
SUBMITTAL NUMBER: ONE
REVIEW DATE: 07/17/17
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: R/W DEDICATION - ROUTE 10
.
1. PRIOR TO FINAL SITE PLAN APPROVAL, DEDICATE 100' OF
RIGHT-OF-WAY, MEASURED FROM THE CENTERLINE, ALONG RT 10
FRONTAGE AND ADDITIONAL R/W TO ADDRESS ROAD IMPROVEMENTS.
.
2. PROVIDE THE FOLLOWING ROAD IMPROVEMENTS:
A. ADDITIONAL LANE OF PAVEMENT (FOR 3RD THRU LANE) ALONG R
10 FROM FRITH TO LUCY CORR.
B. SEPARATE RIGHT TURN LANE FROM RT 10 TO LUCY CORR BLVD.
C. TRAFFIC SIGNAL MODIFICATIONS AT RT 10/LUCY CORR BLVD.
D. SEPARATE RIGHT TURN LANE FOR PROPOSED RT 10 ACCESS.
E. SIDEWALK ALONG RT 10 FROM LUCY CORR BLVD TO FRITH LN.
F. MAINTAIN EXISTING BIKE LANE ALONG RT 10 FRONTAGE.
.
CDOT IS COLLECTING RIGHT TURN VOLUMES FOR WB ROUTE 10 INTO
LUCY CORR BLVD. THIS MAY RESULT IN REVISION TO COMMENT 2B.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: MYERS RETAIL
SITE PLAN NUMBER: 17PR0263
LATEST PLAN DATE: 09/27/17
DEPT. REC'D. DATE: 09/29/17
SUBMITTAL NUMBER: TWO (MORRISON)
REVIEW DATE: 10/11/17
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: R/W DEDICATION - ROUTE 10
.
1. PRIOR TO FINAL SITE PLAN APPROVAL, DEDICATE 100' OF
RIGHT-OF-WAY, MEASURED FROM THE CENTERLINE, ALONG RT 10
FRONTAGE AND ADDITIONAL R/W TO ADDRESS ROAD IMPROVEMENTS.
.
2. DESIGN PAVEMENT SECTION FOR "THRU/RIGHT TURN" LANE TO
ACCOMMODATE THRU VOLUMES ON ROUTE 10. PLAN CALLS OUT TO
MATCH EXISTING SECTION.
.
3. PROVIDE PAVEMENT MARKING PLAN & SHOW HOW BIKE LANE WILL
BE DELINEATED.
.
4. SHEET C4.0, CORRECT "OVER LANE" TO "OVERLAY".
==========================================================
==========================================================
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: BRAD MORRISON / 717-6143
PLAN NAME: MYERS RETAIL
PLAN NUMBER : 17PR0263
ORIGINAL PLAN DATE: 6/16/17
REVISION DATE:
LATEST SUBMISSION DATE: 6/16/17
REVIEW DATE: 7/17/17
SUBMITTAL NUMBER : 1
STATUS: REVISIONS REQUIRED
1. PROPOSED SQUARE FOOTAGE ON THE SITE PLAN AND
APPLICATION MUST COINCIDE. APPLICATION MUST
BE AMENDED. [19.1-27F]
2. PUT THE CHESTERFIELD COUNTY SITE PLAN NUMBER
(17PR0263)IN THE LOWER RIGHT CORNER OF EACH SHEET.
[19.1-27F]
3. 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." [19.1-27F]
4. LIST ZONING CASE 91SN0199 AND LABEL BOUNDARY.
[19.1-27F].
5. DISPLAY ZONING DISTRICT BOUNDARIES AND LABEL.
[19.1-27F].
6. SPECIFY ACCESS THROUGH THE A DISTRICT IS A
RESTRICTED USE. [SEC. 19.1-53].
*
*
7. LABEL THE COMPREHENSIVE PLAN DESIGNATION FOR THE
A ZONED LAND-CORPORATE OFFICE [19.1-202].
8. GRADING IS NOT PERMITTED IN THE FRONT SETBACK
A RETAINING WALL MAY INSTALLED AND MUST CONFORM
TO THE PARKING SETBACK IN [19.1-320.A.2]. SAFETY
BARRIERS WILL BE REQUIRED IF OVER 4 FEET IN HEIGHT.
[19.1-247.A.1].
9.. SUBMIT A LANDSCAPE PLAN INCLUDING CALCULATIONS
FOR NUMBER OF TREES REQUIRED FOR INTERIOR
PARKING LOT LANDSCAPING [19.1-253]. CORRECT
PARKING LOT LANDSCAPING CALCULATION IS
30 S.F. X 33 SPACES.
10. PER SEC. 19.1-246, AT LEAST A CONCEPTUAL
LANDSCAPING PLAN SHALL BE APPROVED PRIOR TO
RELEASE OF FINAL SITE PLAN APPROVAL.
11. 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.
12. PRIOR TO SITE PLAN APPROVAL, 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.
13. 6 STACKING SPACES, EACH 18 FEET LONG ARE REQUIRED.
THIS REQUIRES AN ISLE 108 FEET LONG. STACKING SPACES
CANNOT IMPEDE ON OR OFF SITE TRAFFIC MOVEMENT.
AS PROPOSED, A 108 FOOT ISLE FOR STACKING WILL
IMPEDE TRAFFIC IN THE REAR OF THE SITE.
14. PROVIDE SIDEWALKS ALONG IRON BRIDGE ROAD,
FRITH ROAD, AND LORI ROAD FROM INTERSECTION
WITH FRITH ROAD TO INTERSECTION WITH LIBRARY
ENTRANCE. INTERNAL PEDESTRIAN WAYS MUST BE
CONNECTED TO STREET WALKWAYS. [19.1-230].
.
NOTE: SOLID WASTE SCREENING SHALL BE COMPATIBLE
WITH PRIMARY STRUCTURE.
**********************************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: BRAD MORRISON / 717-6143
PLAN NAME: MYERS RETAIL
PLAN NUMBER: 17PR0263
ORIGINAL PLAN DATE: 6/16/17
REVISION DATE: 9/27/17
LATEST SUBMISSION DATE: 9/27/17
REVIEW DATE: 10/19/17
SUBMITTAL NUMBER : 2
STATUS: REVISIONS REQUIRED
.
1. PROVIDE GUARDRAIL DETAIL. [19.1-247.A.1].
.
2. PRIOR TO SITE PLAN APPROVAL, 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.
.
3. PROVIDE SIDEWALKS ENTIRE FRONTAGE OF FRITH ROAD,
INTERNAL PEDESTRIAN WAYS MUST BE
CONNECTED TO STREET WALKWAYS. [19.1-230].
.
NOTES:
.
A. SOLID WASTE SCREENING SHALL BE COMPATIBLE
WITH PRIMARY STRUCTURE
.
B. PROPOSED SQUARE FOOTAGE ON THE SITE PLAN AND
APPLICATION MUST COINCIDE. APPLICATION MUST
BE AMENDED. [19.1-27F]
.
C. BUILDING PERMIT REQUIRED FOR THE RETAINING WALL. MUST
WITH 19.1-320.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : MYERS RETAIL
CASE NUMBER : 17PR0263
LATEST PLAN DATE : 6/16/17
RECEIVED DATE : 6/28/17
SUBMITTAL NUMBER : 1
REVIEW DATE : 7/14/17
ADDRESS : PENDING
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. SOUTHWEST COORDINATE POINT NORTHING VALUE HAS TOO MANY
DIGITS PRIOR TO THE DECIMAL POINT: 3,663,5549.82
2. A NON-TANGENT CURVE EXISTS ALONG FRITH LANE. PLEASE
SUPPLY THE CHORD BEARING AND DISTANCE FOR THIS CURVE
ON THE SITE PLAN.
3. THE ADDRESS FOR ADJACENT PARCEL 770-664-0099 IS 7000
LUCY CORR BOULEVARD (NOT 7000 LUCI ROAD).
4. ADJACENT OWNER 769-663-9475 STREET TYPE FOR PINE
ORCHARD IS DRIVE (NOT ROAD).
5. 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.
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.
6. FYI: 2 ADDRESSES WILL BE ASSIGNED TO THE BUILDING,
ONE FOR THE FAST FOOD SIDE AND ONE FOR THE RETAIL
SIDE.
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON (N) 768-7549
PROJECT NAME : MYERS RETAIL
CASE NUMBER : 17PR0263
LATEST PLAN DATE : 9/27/17
RECEIVED DATE : 9/29/17
SUBMITTAL NUMBER : 2
REVIEW DATE : 10/5/17
ADDRESS : SEE BELOW
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. A NON-TANGENT CURVE EXISTS ALONG FRITH LANE. PLEASE
SUPPLY THE CHORD BEARING AND DISTANCE FOR THIS CURVE
ON THE SITE PLAN. COMMENT SAYS REVISED, BUT IT ISN'T.
2. IF YOU ARE USING A MONUMENT SIGN, A
DETAIL OF THE MONUMENT SIGN MUST BE ON THE SITE PLAN.
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.
3. ADDRESSES WILL BE AS FOLLOWS: 9601 IRON BRIDGE RD FOR
E FAST FOOD SIDE OF THE BUILDING AND 9607 IRON BRIDGE RD F
THE RETAIL SIDE OF THE BUILDING.
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: MYERS RETAIL
SITE PLAN NUMBER: 17PR0263
ADDRESS: 9800 LORI ROAD
LATEST PLAN DATE: 6/16/17
DEPT. REC'D. DATE: 6/26/17
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 6/29/17
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. THE FOLLOWING NOTE SHALL BE ADDED TO THE GENERAL
NOTES ON PLANS:
"AN APPROVED KEY BOX SHALL BE PROVIDED FOR THE PROPOSED
BUILDING IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE,
SECTION 506.1 THE REQUIRED FORMS AND INSTALLATION
INSTRUCTIONS FOR THE KEY BOX CAN BE OBTAINED FROM
CHESTERFIELD FIRE AND EMS, FIRE AND LIFE SAFETY DIVISION,
AT 748-1426."
4. 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
5. 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.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: MYERS RETAIL
SITE PLAN NUMBER: 17PR0263
ADDRESS: 9800 LORI ROAD
LATEST PLAN DATE: 9/27/17
DEPT. REC'D. DATE: 10/5/17
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 10/10/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: MYERS RETAIL
SITE PLAN NUMBER: 17PR0263
ADDRESS: 9800 LORI ROAD
LATEST PLAN DATE: 11/14/17
DEPT. REC'D. DATE: 11/16/17
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 11/16/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.

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