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CASE NO: 17PR0140 STATUS: APPROVED - ADMIN
PROJECT NAME: ABILENE MOTOR EXP SR - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 01 01/05/17 01/27/17 ******** ********
ENVIR.ENGR.-: 01 01/05/17 01/27/17 ******** 10/13/16 DLD 706-2031
FIRE DEPT.--: 01 01/05/17 01/27/17 COMPLETE 01/26/17 AWB 717-6167
HOUSE NUMBER: 01 01/05/17 01/27/17 ******** ********
MAPPING/GIS-: 01 01/05/17 01/27/17 COMPLETE 01/26/17 AMJ 768-7549
PLANNING----: 01 01/05/17 01/27/17 COMPLETE 01/27/17 SCP 751-4321
TRANSPORT.--: 01 01/05/17 01/27/17 COMPLETE 01/10/17 SJA 751-4461
UTIL.PLAN.--: 01 01/05/17 01/27/17 ******** 10/07/16 TVM 751-4435
UTILITIES---: 01 01/05/17 01/27/17 AMENDED* 06/21/17 WBP 751-4336
UTIL.R.O.W.-: 01 01/05/17 01/27/17 ******** ********
VDOT--------: 01 01/05/17 01/27/17 ******** ********
REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE #: W.B. PAYNE III/751-4336
NAME OF PLAN: ABILENE MOTOR EXPRESS SERVICE BAY ADDITION
ADDRESS: 1700 WILLIS ROAD
SUBMISSION DATE: 1/6/17
PLAN DATED: 12/17/16
REVIEW DATE: 1/17/17
SITE PLAN NUMBER: 17PR0140
COMMENTS: 2ND REVIEW - NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESS:
1.THE 65 GPM DEMAND LISTED ON THE METER SIZING FORM
(MSF) APPEARS TO BE MORE THAN DOUBLE THE EXPECTED
DEMAND OF 30.5 GPM FOR THE FIXTURES LISTED. PLEASE REVISE
THE DEMAND ON THE MSF FORM SHOWN ON SHEET C5.0
ACCORDINGLY.
2. PLEASE RELOCATE THE TWO FH GV'S ADJACENT TO THE 6X6"
TEE AT APPROXIMATELY STA 2+46.
3. SOME OF THE DETAILS SHOWN ON SHEET C5.0 ARE OUT OF
DATE. FOR EXAMPLE, THE CORRECT FIR-4 DETAIL SHOULD BE DATE
"REVISIONS: OCTOBER 2012". PLEASE USE THE MOST CURRENT
REVISIONS FOR ALL DETAILS SHOWN. CURRENT DETAILS MAY BE
FOUND ON THE UTILITIES PAGE AT WWW.CHESTERFIELD.GOV
THIS PLAN IS ELIGIBLE FOR A TABLE REVIEW.
THE OWNER IS REQUIRED TO ENTER INTO A COUNTY UTILITIES
CONTRACT PRIOR TO THE START OF CONSTRUCTION.
AFTER FINAL SITE PLAN APPROVAL, A TOTAL OF FOUR SETS OF TH
APPROVED PLANS MUST BE SUBMITTED TO THE UTILITIES
DEPARTMENT FOR OUR USE DURING CONSTRUCTION.
REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE #: W.B. PAYNE III/751-4336
NAME OF PLAN: ABILENE MOTOR EXPRESS SERVICE BAY ADDITION
ADDRESS: 1700 WILLIS ROAD
SUBMISSION DATE: 6/21/17
PLAN DATED: 6/7/17
REVIEW DATE: 6/21/17
SITE PLAN NUMBER: 17PR0140
COMMENTS: 3RD REVIEW - APPROVED
TABLE REVIEW:
PLAT PROCESS:
THE PLAN HAS BEEN APPROVED BY UTILITIES AT TABLE REVIEW.
THE OWNER IS REQUIRED TO ENTER INTO A COUNTY UTILITIES
CONTRACT PRIOR TO THE START OF CONSTRUCTION.
PLEASE NOTE A PLAT FOR THE REQUIRED EASEMENT SHOULD BE
SUBMITTED AS SOON AS POSSIBLE. CONTACT JOE DUTY AT 804-717
583 FOR MORE INFORMATION.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES
REVIEWER / PHONE #: W.B. PAYNE III/751-4336
NAME OF PLAN: ABILENE MOTOR EXPRESS SERVICE BAY ADDITION
ADDRESS: 1700 WILLIS ROAD
SUBMISSION DATE: 9/29/16
PLAN DATED: 9/15/16
REVIEW DATE: 10/6/16
SITE PLAN NUMBER: 17PR0140
COMMENTS: 1ST REVIEW - NOT APPROVED
TABLE REVIEW:
PLAT PROCESS:
1. ADD THE UTILITIES PROJECT NUMBER THAT HAS BEEN
DESIGNATED FOR THIS PROJECT (16-0258) TO ALL PLAN SHEETS.
2. ADD THE FOLLOWING UTILITIES CONTACT INFORMATION TO THE
PLAN FOR PUBLIC UTILITIES ON SHEET CO1.0: W.B. PAYNE III,
PRINCIPAL ENGINEER, 804-751-4336, EMAIL ADDRESS
PAYNEW@CHESTERFIELD.GOV .
3. RE: THE QUANTITIES LISTED ON SHEET C1.0, PLEASE DESIGNA
THE SEWER QUANTITIES AS PRIVATE AND THE WATERLINE QUANTITI
AS PUBLIC.
4. INSERT 95' AS THE ELEVATION SPECIFIED IN NOTE: #4 OF TH
DES-2 NOTES; SHEET C1.1. ADDITIONALLY, PLEASE USE THE
MOST CURRENT VERSION OF DES-2 (REVISED OCTOBER 2012).
5. PROVIDE SIMULTANEOUS FLOW TEST RESULTS RE: WATER FLOW
INFORMATION AS PER DETAIL DES-5 ON A WATER MODEL AND
FLOW CALCULATION SHEET TO DEMONSTRATE THE REQUIRED FIRE FL
IS AVAILABLE. PLEASE LABEL ALL PIPES/NODES. BE ADVISED THA
START POINT FLOW TEST RESULTS ARE VALID FOR ONE YEAR.
6. THE MINIMUM REQUIRED WIDTH FOR A WATER EASEMENT IS
16' YET THE PROPOSED EASEMENT SHOWN ON SHEET C4.0 IS 20'
WIDE. IS THERE A PARTICULAR REASON A 20' EASEMENT IS BEING
PROPOSED?
7. LABEL GERMONT AVENUE AND THE RIGHT-OF-WAY WIDTH ON
SHEET C4.0.
8. ADD AND LABEL THE EXISTING SEWER LINE/MH'S AS SHOWN
ON THE ENCLOSED BELLWOOD MANOR AS-BUILT (62-7007).
9. ARE THERE ANY STORM RELATED STRUCTURES OR PIPING ON
GERMONT AVENUE? IF SO, PLEASE SHOW THEM ON THE PLAN.
10. PLEASE CONFIRM THE METER SIZING FORM SHOWN ON SHEET
C5.0 INCLUDES ALL FIXTURES (BOTH EXISTING AND PROPOSED)
ASSOCIATED WITH THE SITE.
11. LABEL THE SEWER LINE SHOWN ON SHEET C3.0 AS PRIVATE.
12. WILL THE DEVELOPER BE CONSIDERING ADDING AN IRRIGATION
SYSTEM AS PART OF HIS IMPROVEMENTS? IF SO, BE ADVISED A
SEPARATE METER SIZING FORM IS REQUIRED.
13. LABEL THE PROPOSED 6" GV SHOWN ADJACENT TO THE FH
ON PLAN AND PROFILE (SHEET C4.0).
14. UTILITIES RECOMMENDING REMOVING THE PROPOSED ARV
SINCE THERE WILL NOT BE ANY ADDITIONAL USERS OR USAGE ON T
6" LINE.
15. INDICATE ON SHEET C2.0 THE SIZE AND APPROXIMATE
LOCATION OF THE EXISTING MAINLINE BFP. IF THERE IS NOT A
MAINLINE BFP AT THIS SITE, CONFIRM THAT ONE WILL BE ADDED
AND SHOW THE SIZE, TYPE, AND APPROXIMATE LOCATION ON
SHEET C3.0.
16. CALCULATE THE LENGTH OF RESTRAINT NECESSARY AT THE END
OF THE PROPOSED 6" WATERLINE AND SHOW THIS LENGTH ON THE
PROFILE. ADDITIONALLY, ADD A NOTE THAT ALL FITTINGS ARE TO
BE FULLY RESTRAINED.
17. THE APPROPRIATE VERTICAL BENDS SHOULD BE ADDED TO THE
6" WATERLINE AT APPROXIMATELY STA'S 2+17 AND 2+41. BE
ADVISED THAT ALL PIPE DEFLECTION MUST COMPLY WITH DETAIL
WAT-11 AND PVC MAY NOT BE DEFLECTED AT THE JOINTS.
18. LABEL THE INVERT ELEVATION OF THE PROPOSED LATERAL INT
THE EXISTING MH.
19. DETAILS WAT-1 AND MAN-17 MAY BE REMOVED FROM
THE PLAN.
20. RE: THE SITE UTILIZATION FORM, THE SITE HAS AN EXISTIN
OIL/WATER SEPARATOR (TRUCK WASH) AND GREASE INTERCEPTOR YE
THE FORM INDICATES NO HAULED WASTE SERVICES ARE UTILIZED F
THESE ITEMS. HOW WILL THE WASTE PRODUCTS CONTAINED IN
THESE UNITS ULTIMATELY DISPOSED OF?
21. RE: THE NOTE ON SHEET C3.0, EXISTING FLOOR DRAINS WILL
BE REROUTED TO THE EXISTING GREASE INTERCEPTOR. WILL THE N
SERVICE BAY HAVE FLOOR DRAINS? WILL ANY PORTION OF WASTE
FROM THE NEW SERVICE BAY PASS THROUGH THE GREASE
INTERCEPTOR? IF SO, A NOTE SHOULD BE ADDED INDICATING WHAT
PORTION WILL PASS THROUGH THE INTERCEPTOR.
22. WILL ANY EXISTING FACILITIES, SUCH AS MH F&C'S OR
CO'S, BE IMPACTED BY GRADING ACTIVITIES? IF SO, A NOTE
SHOULD BE ADDED THAT THE CONTRACTOR SHOULD ADJUST THESE
FACILITIES TO FINAL GRADE AFTER CONSTRUCTION.
23. UNLESS THE METER SIZE WOULD CHANGE, INDICATE THE 2"
WM IS EXISTING ON THE MSF; SHEET C5.0.
REVISED PLAN SHEETS MAY BE SUBMITTED IN PDF FORMAT TO
PAYNEW@CHESTERFIELD.GOV FOR INFORMAL REVIEW PRIOR TO A
FORMAL RESUBMISSION OF THE PLAN.
THE OWNER IS 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 I
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 BILL PAYNE (PAYNEW@CHESTERFIELD.GOV OR
BY CALLING 804-751-4336). 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.
AFTER FINAL SITE PLAN APPROVAL, A TOTAL OF FOUR SETS OF TH
APPROVED PLANS MUST BE SUBMITTED TO THE UTILITIES
DEPARTMENT FOR OUR USE DURING CONSTRUCTION INSPECTION.
ENCL: BELLWOOD MANOR AS-BUILT DRAWING SHEET
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: ABILENE MOTOR EXP SERVICE BAY ADD
SITE PLAN NUMBER: 17PR0140
LATEST PLAN DATE: 09/15/16
DEPT. REC'D. DATE: 09/30/16
SUBMITTAL NUMBER: ONE
REVIEW DATE: 10/12/16
RECOMMENDATION: APPROVED
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: ABILENE MOTOR EXP SERVICE BAY ADD
SITE PLAN NUMBER: 17PR0140
LATEST PLAN DATE: 12/17/16
DEPT. REC'D. DATE: 01/09/17
SUBMITTAL NUMBER: TWO
REVIEW DATE: 01/10/17
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: STEVE PRUSIK / 751-4321
PLAN NAME: ABILENE MOTOR EXPRESS SERVICE BAY ADDITION
PLAN NUMBER: 17PR0140
ORIGINAL PLAN DATE: 09/15/16
REVIEW DATE: 10/14/16
LATEST SUBMISSION DATE: 09/26/16
SUBMITTAL NUMBER: 1
STATUS: APPROVED WITH CONDITIONS
TABLE REVIEW: YES
CONDITIONS:
1. PLEASE ADD THE COUNTY SITE PLAN NUMBER
(17PR0140) ON THE LOWER RIGHT CORNER OF EACH
SHEET IN THE PLAN SET.
2. PROVIDE AN AUTOCAD FILE DEPICTING THE
BOUNDARY OF THE ABILENE MOTOR EXPRESS SITE.
NOTES:
1) ANY CHANGE IN THE CURRENT PLAN,
WHETHER IT STEMS FROM DEPARTMENT
COMMENTS OR AN ENGINEERING CHANGE
REQUESTED BY THE APPLICANT, MAY
GENERATE ADDITIONAL COMMENTS FROM
THE REVIEWING DEPARTMENTS,
RESULTING IN REQUIRED REVISIONS.
**********************************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: STEVE PRUSIK / 751-4321
PLAN NAME: ABILENE MOTOR EXPRESS SERVICE BAY ADDITION
PLAN NUMBER: 17PR0140
ORIGINAL PLAN DATE: 09/15/16
REVIEW DATE: 01/27/17
LATEST SUBMISSION DATE: 12/17/16
SUBMITTAL NUMBER: 2
STATUS: APPROVED
TABLE REVIEW: YES
COMMENTS:
1. PLEASE PROVIDE AN AUTOCAD FILE DEPICTING THE
BOUNDARY OF THE ABILENE MOTOR EXPRESS SITE.
NOTES:
1. ANY CHANGE IN THE CURRENT PLAN,
WHETHER IT STEMS FROM DEPARTMENT
COMMENTS OR AN ENGINEERING CHANGE
REQUESTED BY THE APPLICANT, MAY
GENERATE ADDITIONAL COMMENTS FROM
THE REVIEWING DEPARTMENTS,
RESULTING IN REQUIRED REVISIONS.
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : ABILENE MOTOR EXP SRVC BAY ADD
CASE NUMBER : 17PR0140
LATEST PLAN DATE : 09/15/16
RECEIVED DATE : 9/30/16
SUBMITTAL NUMBER : 1
REVIEW DATE : 10/14/16
ADDRESS : 1700 WILLIS RD
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. COORDINATE POINTS BASED ON THE VIRGINIA STATE PLANE
COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM 1983
ARE NOT PRESENT. TWO POINTS MUST BE SHOWN ON THE PARCEL
BOUNDARY.
2. THE PARCEL BOUNDARY SURVEY IS INCOMPLETE. PLEASE
SUPPLY THE METES AND BOUNDS FOR EVERY SEGMENT ALONG THE
TRAVERSE TO INCLUDE CHORD BEARING AND DISTANCE FOR ALL
NON-TANGENT CURVES. IF THE PARCEL IS TOO LARGE TO
CONVENIENTLY FIT ON ONE SHEET, A LARGER SCALE DRAWING
OF THE BOUNDARY IS ACCEPTABLE.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : ABILENE MOTOR EXP SRVC BAY ADD
CASE NUMBER : 17PR0140
LATEST PLAN DATE : 12/17/16
RECEIVED DATE : 1/11/17
SUBMITTAL NUMBER : 2
REVIEW DATE : 1/26/17
ADDRESS : 1700 WILLIS RD
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. COORDINATE POINTS BASED ON THE VIRGINIA STATE PLANE
COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM 1983
ARE NOT PRESENT. TWO POINTS MUST BE SHOWN ON THE PARCEL
BOUNDARY.
2. THE PARCEL BOUNDARY SURVEY IS INCOMPLETE. PLEASE
SUPPLY THE METES AND BOUNDS FOR EVERY SEGMENT ALONG THE
TRAVERSE TO INCLUDE CHORD BEARING AND DISTANCE FOR ALL
NON-TANGENT CURVES. IF THE PARCEL IS TOO LARGE TO
CONVENIENTLY FIT ON ONE SHEET, A LARGER SCALE DRAWING
OF THE BOUNDARY IS ACCEPTABLE.
3. THE ABOVE COMMENTS ARE APPEARING AGAIN BECAUSE THEY
HAVE NOT YET BEEN CORRECTED.
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: ABILENE MOTOR EXP SRVC BAY ADD
SITE PLAN NUMBER: 17PR0140
ADDRESS: 1700 WILLIS ROAD
LATEST PLAN DATE: 9/15/16
DEPT. REC'D. DATE: 9/29/16
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 10/3/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. VIRGINIA CONSTRUCTION CODE (2012). SECTION 903.2.9.1
REPAIR GARAGES. AN AUTOMATIC SPRINKLER SYSTEM SHALL
BE PROVIDED THROUGHOUT ALL BUILDINGS CONTAINING A
GROUP S-1 OCCUPANCY WHERE ONE OF THE FOLLOWING
CONDITIONS EXISTS:
4. A GROUP S-1 FIRE AREA USED FOR THE REPAIR OF
COMMERCIAL TRUCKS OR BUSES WHERE THE FIRE
AREA EXCEEDS 5,000 SQUARE FEET.
2. 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."
3. ADD AN ARROW TO THE FIRE HYDRANT INDICATING WHICH
DIRECTION IT SHALL FACE.
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.
6. 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.
7. PROVIDE THE REQUIRED THRUST BLOCK DESIGN AND RODDING
DETAIL CHART FOR FIRE PROTECTION UNDERGROUND. ALSO
PROVIDE THE MINIMUM CONCRETE AMOUNT DESIGN CHART. THRUST
BLOCKS FOR FIRE PROTECTION UNDERGROUND SHALL BE DESIGNED
AT A MINIMUM TEST PRESSURE OF 225 PSI. THE REQUIRED
CHARTS AND DETAILS CAN BE OBTAINED FROM THE INTERNET FOR
CHESTERFIELD COUNTY - CHESTERFIELD FIRE AND EMS -
DIVISION OF FIRE AND LIFE SAFETY -
HTTP://WWW.CHESTERFIELD.GOV/PUBLICSAFETY/FIRE/PLANS.ASP
8. PROVIDE THE DETAIL FOR THE PLAN AND ELEVATION
(SECTION)VIEW OF THE FIR-3 DOUBLE CHECK ASSEMBLY VAULT
AS PUBLISHED BY THE CHESTERFIELD COUNTY UTILITIES
DEPARTMENT.
9. PROVIDE THE DETAILS FOR THE AUTOMATIC SPRINKLER SYSTEM
RUN-IN AND STUB UP, INCLUDING ALL APPLICABLE NOTES. SEE:
HTTP://WWW.CHESTERFIELD.GOV/PUBLICSAFETY/FIRE/PLANS.ASP
FOR A COPY OF THE DETAILS
10. SUBMITTED PLAN SHALL CLEARLY INDICATE THE LOCATION OF
THE FIRE DEPARTMENT CONNECTION FOR THE PROPOSED FIRE
SPRINKLER AND/OR STANDPIPE SYSTEM.
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: ABILENE MOTOR EXP SRVC BAY ADD
SITE PLAN NUMBER: 17PR0140
ADDRESS: 1700 WILLIS ROAD
LATEST PLAN DATE: 12/17/16
DEPT. REC'D. DATE: 1/10/17
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 1/26/17
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. LABEL THE FIRE WALL AND FIRE BARRIER OF THE SERVICE BAY
SHOW THAT IT IS UNDER THE 5,000 SQUARE FOOT THRESHOLD.
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : ABILENE MOTOR EXPRESS SERVICE BAY
ADDITION
ADDRESS : 1700 WILLIS ROAD
SITE PLAN NO. : 17PR0140
LATEST PLAN DATE : SEPTEMBER 15, 2016
DEPT. REC'D DATE : SEPTEMBER 27, 2016
SUBMITTAL NUMBER : 1
REVIEW DATE : OCTOBER 11, 2016
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : YES
01. IT IS THE RESPONSIBILITY OF THE APPLICANT TO COMPLY
WITH AND / OR ACQUIRE ALL APPLICABLE FEDERAL AND/OR
STATE PERMITS IN RELATIONSHIP TO ENVIRONMENTAL
FEATURES INCLUDING BUT NOT LIMITED TO WETLANDS,
SURFACE WATERS (E.G. VSMP PERMIT FOR CONSTRUCTION
SITES, GROUND WATER AND AIR QUALITY) FINAL APPROVAL
OF THESE PLANS WILL NOT RELIEVE YOU OF YOUR
RESPONSIBILITY.
(CL-XX #) REPRESENTS A SUBMITTAL CHECKLIST COMMENT -
SECTION AND COMMENT NUMBER
02. EFFECTIVE JULY 1, 2014, ENFORCEMENT OF THE VIRGINIA
STORMWATER REGULATIONS BECAME THE RESPONSIBILITY OF
THE COUNTY FOR DEVELOPMENT PROJECTS WITHIN
CHESTERFIELD COUNTY. ADDITIONALLY, NEW STATE
STORMWATER REGULATIONS ALSO BECAME EFFECTIVE ON
JULY 1, 2014. LAND DISTURBING ACTIVITIES THAT
OBTAINED A VSMP PERMIT PRIOR TO JULY 1, 2014 MAY
USE THE STORMWATER MANAGEMENT CRITERIA SPECIFIED
IN PART II C (9VAC25-870-93 ET SEQ) FOR TWO PERMIT
CYCLES. PROJECTS GRANDFATHERED UNDER THE PROVISIONS
OF 9VAC25-870-48 MAY FOLLOW THE REQUIREMENTS LISTED
UNDER PART IIC FOR ONE PERMIT CYCLE. ALL OTHER NEW
DEVELOPMENT WILL BE SUBJECT TO THE REQUIREMENTS OF
PART IIB (9VAC25-870-62 TO 9VAC25-870-92).
03. PROVIDE THE FOLLOWING INFORMATION ON THE COVER SHEET:
A. LATITUDE AND LONGITUDE FOR THE PROJECT SITE (IN
DEGREES, MINUTES, SECONDS, TO THE NEAREST 15 SECONDS)
B. TOTAL ON-SITE IMPERVIOUS COVER IN SQUARE FEET (NOT
INCLUDING VDOT RIGHTS-OF-WAY).
04. ALL ROOF WATER AND DOWNDRAINS MUST BE COLLECTED AND
DISCHARGED IN A NON-ERODIBLE MANNER. (CL-G&D 6)
05. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE
INTO A CONCRETE STRUCTURE. (CL-G&D 21)
06. A DETAILED SEQUENCE OF CONSTRUCTION IS REQUIRED WHICH
COORDINATES THE INSTALLATION AND REMOVAL OF THE
EROSION AND SEDIMENT CONTROL MEASURES WITH CONSTRUCTIO
OF THE REMAINDER OF THE PROJECT. (CL-EC 3)
07. A NOTE MUST BE ADDED TO THE CONSTRUCTION SEQUENCE WHIC
REQUIRES THE OWNER TO GIVE THE COUNTY INSPECTOR 48
HOURS NOTIFICATION TO SCHEDULE AN ON-SITE PRE-
CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND
DISTURBANCE PERMIT. THIS NOTE SHOULD BE THE FIRST STE
IN THE EROSION CONTROL NARRATIVE/SEQUENCE OF
CONSTRUCTION. (CL-EC 4)
08. A NOTE MUST BE ADDED TO THE SEQUENCE OF CONSTRUCTION
STATING THAT THE CERTIFIED RESPONSIBLE LAND DISTURBER
(CRLD) MUST ATTEND THE PRE-CONSTRUCTION MEETING.
(CL-EC 5)
09. STEPS MUST BE INCLUDED IN THE SEQUENCE OF CONSTRUCTION
EVENTS FOR INSTALLATION OF STORM SEWER, DROP INLETS,
INLET PROTECTION, CURB & GUTTER, AND BUILDING
CONSTRUCTION. (CL-EC 6)
10. A MINIMUM 10' BREAK MUST BE PROVIDED IN THE LOW AREA O
THE SILT FENCE . THE BREAK MUST BE BACKFILLED WITH
STONE TO WITHIN 1' OF THE TOP OF THE SILT FENCE TO
SERVE AS AN OVERFLOW. A DETAIL MUST BE SHOWN.
(CL-EC 16)
11. THE EXACT LIMITS OF LAND DISTURBANCE MUST BE SHOWN.
(CL-EC 27)
12. A STORMWATER COMPLIANCE SHEET(S) IS REQUIRED FOR
PROJECTS UTILIZING PART IIB OF THE CURRENT VIRGINIA
STORMWATER REGULATIONS. THE FOLLOWING INFORMATION IS
REQUIRED TO BE SHOWN ON THE SHEET(S):
A. THE CHESTERFIELD COUNTY STORMWATER COMPLIANCE AND
STORMWATER OUTFALL TABLES (FOUND ON THE COUNTY'S
ENVIRONMENTAL ENGINEERING WEBPAGE, UNDER "DOCUMENTS AN
FORMS")
B. DELINEATION OF THE SOIL TYPES (INCLUDE HYDROLOGIC SOIL
GROUP) AND THE THREE LAND COVER CONDITIONS
(FORESTED/OPEN SPACE, MANAGED TURF, IMPERVIOUS)
C. NATURAL VEGETATED AREA EASEMENTS FOR AREAS CLAIMED AS
FORESTED/OPEN SPACE IN THE VRRM SPREADSHEET, THAT ARE
NOT ENCOMPASSED BY A BMP EASEMENT, RPA OR WITHIN A
PLANNING BUFFER/TREE SAVE AREA
D. INCREMENTAL DRAINAGE AREAS TO EACH BMP, AND THE LAND
COVER TYPES WITHIN EACH DRAINAGE AREA (CL-CBPA 4H)
13. A MINIMUM 20' WIDE ACCESS EASEMENT MUST BE PROVIDED
FROM THE SWM/BMP EASEMENT TO A PUBLIC RIGHT-OF-WAY FOR
FUTURE MAINTENANCE. (CL-CBPA 15)
14. PRIOR TO PLAN APPROVAL, DOCUMENTATION OF THE OWNER'S
ACQUISITION OF THE NONPOINT NUTRIENT OFFSETS MUST BE
PROVIDED IN A CERTIFICATION FROM THE OFFSET BROKER
DOCUMENTING THE NUMBER OF PHOSPHOROUS NONPOINT NUTRIEN
OFFSETS ACQUIRED AND THE ASSOCIATED RATIO OF NITROGEN
NONPOINT NUTRIENT OFFSETS AT THE OFFSET GENERATING
FACILITY.
15. NOTE THAT THE NONPOINT NUTRIENT OFFSETS USED FOR WATER
QUALITY COMPLIANCE MUST BE GENERATED IN THE SAME OR
ADJACENT EIGHT DIGIT HYDROLOGIC UNIT CODE AS DEFINED B
THE UNITED STATES GEOLOGICAL SURVEY AS THE SITE.
NONPOINT NUTRIENT OFFSETS OUTSIDE THE SAME OR ADJACENT
EIGHT DIGIT HYDROLOGIC UNIT CODE MAY ONLY BE USED IF I
IS DETERMINED THAT NO NONPOINT NUTRIENT OFFSETS ARE
AVAILABLE WITHIN THE SAME OR ADJACENT EIGHT DIGIT
HYDROLOGIC UNIT CODE. IN SUCH CASES, THE NONPOINT
NUTRIENT OFFSETS MUST BE GENERATED WITHIN THE SAME
TRIBUTARY. PROVIDE A HYDROLOGIC UNIT MAP SHOWING THE
LOCATION OF THE PROJECT AND THE OFFSET GENERATING
FACILITY.
16. THE CBPA COMPLIANCE NOTE MUST SPECIFY THE NUMBER OF
PHOSPHOROUS NONPOINT NUTRIENT OFFSETS ACQUIRED
AND THE NAME OF THE OFFSET GENERATING FACILITY.
17. SHEET C5.1:
A) THE HYDROLOGIC SOIL GROUPS ARE CONSIDERED AS D ON
THE PLANS; HOWEVER, IN THE WEB SOIL SURVEY THEY
APPEAR TO BE B AND C SOILS. VERIFY SOIL TYPES AND
PROVIDE A SOIL MAP ON THE PLANS.
B) DELINEATE THE SITE AREA IN THE DRAINAGE MAP.
18. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ONE
ADDITIONAL SET OF PLANS TO THE ENVIRONMENTAL
ENGINEERING DEPARTMENT AND OBTAIN AN "APPROVED FOR
CONSTRUCTION" STAMP ON TWO ADDITIONAL SETS FOR THE
OWNER TO KEEP ON-SITE.
19. PERMISSION MUST BE OBTAINED FROM THE ADJACENT PROPERTY
OWNER(S) ALLOWING FOR GRADING ON THE PROPERTY AS
PROPOSED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT.
20. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
21. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, 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 AUTOCAD VERSIO
2009 OR EARLIER AND REFERENCED DIRECTLY TO THE VIRGINI
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 SITE
PLAN NAME, SITE PLAN NUMBER, ENGINEERING FIRM AND CAD
FILE PREPARER'S NAME AND PHONE NUMBER. THE FILE MUST
CONTAIN THE FOLLOWING, EACH CLEARLY LABELED IN SEPARAT
LAYERS:
A. PROPOSED BUILDING FOOTPRINT;
B. PARKING LOTS AND DRIVEWAYS;
C. ROADS;
D. SIDEWALKS;
E. ALL JURISDICTIONAL WETLAND AREAS AND/OR WATERS OF THE
U.S./STATE; AND
F. FLOODPLAINS.
THE FILE MUST BE APPROVED BY ENVIRONMENTAL ENGINEERING
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT.
22. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND SUBSTANTIAL OR FULL SITE PLAN APPROVAL IS REQUIRED
PRIOR TO ITS ISSUANCE. A LAND DISTURBANCE PERMIT IS
A PREREQUISITE TO A BUILDING PERMIT.
23. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. SUBSTANTIAL OR FULL SITE PLAN APPROVAL
B. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLANDS
EXPERT STATING:
1.THERE ARE NO WETLANDS IMPACTED ON THIS PROJECT, OR
2.ALL APPLICABLE FEDERAL AND STATE WETLAND PERMITS HAVE
BEEN ACQUIRED (COPIES OF THE PERMITS MUST BE SUBMITTED
C. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $209
D. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
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