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CASE NO: 17PR0145 STATUS: PENDING APPROVAL
PROJECT NAME: CFIELD CENTER FOR TH - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 00 10/10/16 10/21/16 ******** ********
ENVIR.ENGR.-: 02 02/20/17 03/03/17 ******** 12/02/16 DLD 706-2031
FIRE DEPT.--: 02 02/20/17 03/03/17 COMPLETE 03/03/17 AWB 717-6167
MAPPING/GIS-: 02 02/20/17 03/03/17 COMPLETE 02/24/17 AMJ 768-7549
PLANNING----: 02 02/20/17 03/03/17 COMPLETE 03/10/17 JHL 751-4158
TRANSPORT.--: 02 02/20/17 03/03/17 COMPLETE 02/22/17 SJA 751-4461
UTIL.PLAN.--: 02 02/20/17 03/03/17 ******** ********
UTILITIES---: 02 02/20/17 03/03/17 AMENDED* 02/22/17 M L 748-1338
UTIL.R.O.W.-: 02 02/20/17 03/03/17 ******** ********
VDOT--------: 02 02/20/17 03/03/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E. / 804-748-1338
NAME OF PLAN : CHESTERFIELD CENTER FOR THE ARTS
ADDRESS : 11800 CENTER STREET
SUBMISSION DATE : 10/10/16
PLAN DATED : 10/5/16
REVIEW DATE : 10/11/16
SITE PLAN NO. : 17PR0145
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
1. UTILITIES PROJECT NUMBER 16-0266 SHALL BE PLACED ON
THE LOWER RIGHT HAND CORNER OF EACH SHEET.
2. PLEASE PUT UTILITIES CONTACT MIKE LARSON, P.E. 748-
1338, LARSONM@CHESTERFIELD.GOV ON THE COVER SHEET.
3. THE COVER SHEET SHOULD HAVE A STANDARD SIZE P.E. SEAL.
4. SHOW AND LABEL THE EXISTING WATER AND SEWER MAINS WITH
SIZE, MATERIAL, AND COUNTY PROJECT NUMBER ON ALL APPLICABL
PLAN AND PROFILE SHEETS THAT DEPICT EXISTING CONDITIONS OR
A CONNECTION. YOU MAY EMAIL
SWAVAILABILITY@CHESTERFIELD.GOV TO OBTAIN AS-BUILT
INFORMATION. THE AS-BUILT FOR THE SANITARY SEWER ON CENTR
STREET IS INCOMPLETE AND THERE IS AN ABANDONED 10-INCH
SEWER THAT SHOULD BE SHOWN. THE EXISTING WATER METER AND
SERVICE LINE SHOULD BE LABELED. NONE OF THE EXISTING WATE
THE SIZE, MATERIAL, OR COUNTY PROJECT
5. THE COVER SHEET SHOULD INCLUDE A MATERIALS LIST OF
UTILITIES ITEMS BROKEN OUT BY PRIVATE AND PUBLIC FOR WATER
AND SEWER. INCLUDE MANHOLE INSERTS FOR NEW MANHOLES. IT
SHOULD ALSO INCLUDE A MISS UTILITY NOTE AND THE MAGISTERIA
DISTRICT.
6. A BENCHMARK COULD NOT BE LOCATED ON THE UTILITY PLANS
7. SHOW ALL EXISTING ONSITE UTILITY EASEMENTS (PUBLIC AND
PRIVATE). ALL EXISTING WATER AND SEWER EASEMENTS SHALL BE
LABELED WITH WIDTH, MAINTENANCE RESPONSIBILITY, AND DEED
BOOK AND PAGE.
8. AS DISCUSSED, THE METER SIZING FORM INDICATES A 2"
METER IS ADEQUATE FOR THE FIXTURE COUNT SHOWN. A 2" MAY B
ADEQUATE FOR BOTH THE LIBRARY AND CENTER FOR THE ARTS,
PLEASE CONFIRM IF SEPARATE METERS ARE NEEDED.
9. IF A 2" METER IS ADEQUATE, THE PLANS SHOULD BE REVISE
TO ELIMINATE THE EXTERNAL BYPASS AND SHOW A 2" CORPORATION
STOP INSTEAD OF A TAPPING SLEEVE AND VALVE. THE LATERAL
WOULD BE TYPE K HARD COPPER.
10. THE DESIGN OF FOUR SEPARATE SANITARY SEWER LATERALS
SEEMS UNNECESSARY DUE TO THE DEPTH OF AVAILABLE SEWER AND
IS NOT DESIRABLE. DOGHOUSE MANHOLES ARE NOT DESIRABLE AS
THEY ARE POTENTIAL SOURCES FOR INFILTRATION AND SHOULD BE
ELIMINATED FROM THE DESIGN IF THERE IS ANY REASONABLE WAY
TO DO SO. PLEASE CONSOLIDATE THE SEWER CONNECTIONS.
11. EASEMENTS ARE NOT NECESSARY FOR ANY SECTIONS OF SEWER
THAT REMAIN WITHIN THE PUBLIC RIGHT OF WAY.
12. IT IS ASSUMED THE LIBRARY WILL REMAIN OPEN DURING
CONSTRUCTION OF THIS ADDITION. PROVIDE A SEQUENCING
NARRATIVE AS TO WHAT POINT WATER WILL BE TRANSFERRED.
13. LABEL THE FIRE LINE AS PRIVATE ON THE PLAN AND
PROFILE.
14. IF POSSIBLE, RELOCATE THE PUBLIC WATER LINE TO THE
METER AWAY FROM UNDER CONCRETE.
15. THE SANITARY CLEAN OUT EAST OF THE BUILDING IS SHOWN
ICT WITH ROOF DRAIN LINES.
16. REVIEW ROOF DRAIN DESIGN FOR COMPLIANCE WITH CURRENT
CODE; 8" ROOF DRAINS WILL LIKELY REQUIRE MANHIOLES
17. SHOW ALL UTILITY VERTICAL CROSSINGS ON THE PROFILES.
THERE ARE SEVERAL WATER AND STORM CROSSINGS MISSING. ILIT
18. ELIMINATE DETAILS BLK-4 AND BLK-5; VERTICAL BEND ARE
NO LONGER ALLOWED TO HAVE THRUST BLOCKS.
19. REVISIT THE PLANS TO SEE IF DROP CONNECTIONS CAN BE
ELIMINATED. IF THEY CAN'T BE ELIMINATED, THEN DROP
CONNECTIONS ARE TO BE INTERNAL PER MAN-16. ELIMINATE THE
DETAIL FOR MAN-10.
20. SHOW DEFLECTION ANGLES FOR ALL MANHOLES.
21. THE PAVEMENT REPAIR DETAIL PAV-2 ON SHEET CU003 HAS
MUCH THICKER ASPHALT THAN THE HEAVY DUTY PAVEMENT DETAILS
SHOWN ON SHEET CS001. SHEET CS101 SHOWS HEAVY DUTY
PAVEMENT RESTORATION FOR THE TRENCHING ON EXISTING PAVEMEN
FOR THE SANITARY SEWER LATERALS. PLEASE CLARIFY SO THE
DETAILS ARE IN AGREEMENT.
22. THE CLEANOUT DETAILS ON CU004 SHOULD SHOW 6" LATERALS
NOT 4" LATERALS.
23. WILL THERE BE IRRIGATION ON THE SITE? IF SO, A
SEPARATE IRRIGATION METER SHOULD BE SHOWN ON THE PLANS AND
HAVE A METER SIZING FORM SUBMITTED.
24. A UTILITIES CONTRACT IS NOT REQUIRED FOR COUNTY
PROJECTS, HOWEVER WE STILL NEED TO HAVE A COPY OF THE BID
FROM AN APPROVED UTILITY CONTRACTOR FOR OUR RECORDS.
25. AFTER FINAL SITE PLAN APPROVAL, SUBMIT THREE SETS OF
THE APPROVED PLANS DIRECTLY TO THE UTILITIES DEPARTMENT FO
OUR USE DURING CONSTRUCTION INSPECTION. THIS IS IN
ADDITION TO THE ONE APPROVED SET FROM PLANNING (4 TOTAL
SETS). ONE ADDITIONAL ROLLED SET WILL BE REQUESTED AFTER
THE PROJECT IS RELEASED TO CONSTRUCTION TO BE USED FOR AS-
BUILTS.
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REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E. / 804-748-1338
NAME OF PLAN : CHESTERFIELD CENTER FOR THE ARTS
ADDRESS : 11800 CENTER STREET
SUBMISSION DATE : 11/22/16
PLAN DATED : 11/18/16
REVIEW DATE : 11/29/16
SITE PLAN NO. : 17PR0145
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
1. IT IS PREFERRED BY OUR CONSTRUCTION INSPECTORS THAT TH
MATERIALS LIST FOR UTILITIES IS SHOWN ON THE COVER SHEET F
FAMILIARITY. MOST ENGINEERS INCLUDE A TABLE THAT IS MUCH
MALLER THAN THE ONE ON SHEET CU001 (ABOUT 25% THE
SIZE). PLEASE UPDATE THIS MATERIALS LIST BASED ON THE COMM
OW.
2. SINCE THE PROJECT WILL REQUIRE A TEMPORARY WATER SHUTD
THE VERTICAL REALIGNMENT OF THE WATER MAIN, PROVIDE
3. I AM UNCLEAR IF A SEPARATE IRRIGATION METER IS PLANNED
OR THIS PROJECT AS THE PREVIOUS COMMENT RESPONSE REFERS TO
WEST OF THE EXISTING FH) MUST BE CALLED OUT ON THE PLAN.
3. I AM UNCLEAR IF A SEPARATE IRRIGATION METER IS PLANNED
OR THIS PROJECT AS THE PREVIOUS COMMENT RESPONSE REFERS TO
SHEETS NOT INCLUDED IN THIS PLAN SET. IF A SEPARATE IRRIG
ION METER IS PLANNED, IT MUST BE SHOWN ON THE
UTILITY PLANS ALONG WITH AN APPROPRIATE EASEMENT AND BACKF
ENTER.
4. ON PROFILE WAT-5, THE UPPER VERTICAL BENDS ALSO WILL N
E RESTRAINED A CALCULATED DISTANCE PAST THE BEND. P
5. SHOW 1.5 FT MINIMUM COVER BETWEEN THE RELOCATED WATER
NE AND STORM SEWER. TOR OF 1.5.
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E. / 804-748-1338
NAME OF PLAN : CHESTERFIELD CENTER FOR THE ARTS
ADDRESS : 11800 CENTER STREET
SUBMISSION DATE : 2/20/17
PLAN DATED : 2/17/17
REVIEW DATE : 2/21/17
SITE PLAN NO. : 17PR0145
COMMENTS : 3RD REVIEW-NOT APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
1. THE IRRIGATION METER NEEDS TO HAVE A SEPARATE TAP TO A
UBLIC WATER MAIN. THIS METER IS PUBLIC AND NEEDS TO BE IN
N EASEMENT (BACKFLOW PREVENTER OUTSIDE OF EASEMENT) AND
SHOULD BE INCLUDED ON THE MATERIALS LIST
.
PLEASE SUBMIT A METER SIZING FORM FOR THE IRRIGATION METER
VIA EMAIL TO LARSONM@CHESTERFIELD.GOV.
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REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: CHESTERFIELD COMMUNITY ARTS CENTER
SITE PLAN NUMBER: 17PR0145
LATEST PLAN DATE: 10/05/16
DEPT. REC'D. DATE: 10/10/16
SUBMITTAL NUMBER: ONE
REVIEW DATE: 10/18/16
RECOMMENDATION: APPROVED
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REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: CHESTERFIELD COMMUNITY ARTS CENTER
SITE PLAN NUMBER: 17PR0145
LATEST PLAN DATE: 11/18/16
DEPT. REC'D. DATE: 11/23/16
SUBMITTAL NUMBER: TWO
REVIEW DATE: 11/23/16
RECOMMENDATION: APPROVED
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REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: CHESTERFIELD COMMUNITY ARTS CENTER
SITE PLAN NUMBER: 17PR0145
LATEST PLAN DATE: 02/17/17
DEPT. REC'D. DATE: 02/22/17
SUBMITTAL NUMBER: THREE
REVIEW DATE: 02/22/17
RECOMMENDATION: APPROVED
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REVIEW DEPARTMENT------PLANNING
REVIEWER / PHONE #-----JEFF LAMSON
NAME OF PLAN-----------CHESTERFIELD CENTER FOR THE ARTS
SITE PLAN NUMBER-------17PR0145
ADDRESS----------------11800 CENTRE STRET
LATEST PLAN DATE-------10-5-16
DEPT. REC'D. DATE------10-10-16
SUBMITTAL NUMBER-------ONE
REVIEW DATE------------10-26-16
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW-----------NO
PLAT PROCESSING--------
LANDSCAPE PLAN STATUS---- SEE COMMENTS BELOW
ARCHITECTURAL ELEVATIONS--SEE COMMENTS BELOW
LIGHTING PLAN/CUTSHEETS---APPROVED
IRRIGATION/HOSEBIB PLAN---NOT YET SUBMITTED
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A COMPLE
RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE PLANNING
DEPARTMENT.
BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. BE SURE TO INDICATE WHICH SHEETS SHOW THE
REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO DESCRIBE
ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF REVIEW
COMMENTS.
(CL X.X REPRESENTS CHECKLIST ITEM NUMBER)
REVIEW DEPARTMENT------PLANNING
REVIEWER / PHONE #-----JEFF LAMSON
NAME OF PLAN-----------CHESTERFIELD CENTER FOR THE ARTS
SITE PLAN NUMBER-------17PR0145
ADDRESS----------------11800 CENTRE STRET
LATEST PLAN DATE-------2-17-17
DEPT. REC'D. DATE------2-22-17
SUBMITTAL NUMBER-------THREE
REVIEW DATE------------3-10-17
RECOMMENDATION---------SUBSTANTIAL APROVAL
TABLE REVIEW-----------YES
LANDSCAPE PLAN STATUS---- APPROVED
(EXCEPT SCREENING OF GENERATOR)
ARCHITECTURAL ELEVATIONS--APPROVED (
(EXCEPT SCREENING OF GENERATOR)
LIGHTING PLAN/CUTSHEETS---APPROVED
IRRIGATION/HOSEBIB PLAN---APPROVED
.
1. PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS AND ONE COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE A COMPLE
RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE PLANNING
DEPARTMENT.
.
.
BELOW EACH COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. BE SURE TO INDICATE WHICH SHEETS SHOW THE
REQUIRED CHANGES. PROVIDE A TRANSMITTAL LETTER TO DESCRIBE
ANY CHANGES TO THE PLANS NOT CAUSED BY THE STAFF REVIEW
VVCOMMENTS.
.
2. (7.) PER SEC. 19.1-317.D., MECHANICAL EQUIPMENT, WHETHE
ROOF-TOP OR GROUND LEVEL, SHALL BE SHIELDED AND SCREENED
FROM PUBLIC VIEW AND DESIGNED TO BE PERCEIVED AS AN
INTEGRAL PART OF THE BUILDING.
.
SCREENING OF THE GENERATOR IS REQUIRED PER SEC. 19.1-317 D
AND SHALL BE ACCOMPLISHED WITH "DURABLE ARCHITECTURAL WALL
OR FENCES OF COMPARABLE MATERIALS TO THE PRINCIPAL BUILDIN
AND DESIGNED TO BE COMPATIBLE TO THE PRINCIPAL BUILDING"
(SEC 19.1-261)
.
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REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : CFIELD COMMUNITY ARTS CENTER
CASE NUMBER : 17PR0145
LATEST PLAN DATE : 10/5/16
RECEIVED DATE : 10/12/16
SUBMITTAL NUMBER : 1
REVIEW DATE : 10/17/16
ADDRESS : 11810 CENTRE ST
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
BOUNDARIES.
2. ONE OF THE PARENT TAX-IDS IS MISSING. PLEASE ADD
788655837700000 TO THE SITE PLAN.
3. THE PARCEL BOUNDARY SURVEYS ARE 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 PARCELS ARE TOO LARGE TO
CONVENIENTLY FIT ON ONE SHEET, A LARGER SCALE DRAWING
OF THE BOUNDARIES IS ACCEPTABLE.
4) LOCATION OF STREET ADDRESS SIGN IS NOT SHOWN. THE
ADDRESS CAN BE PART OF YOUR MONUMENT SIGN. THIS DOES
NOT COUNT AS PART OF THE SQUARE FOOTAGE OF THE SIGN.
IF YOU ARE USING THE MONUMENT SIGN FOR THE ADDRESS, A
DETAIL OF THE MONUMENT SIGN NEEDS TO BE ON THE SITE
PLAN.
5) SPECIFY THE MATERIAL THAT THE ADDRESS SIGN IS TO BE
MADE OF. THE MATERIAL USED MUST BE MORE DURABLE THAN
WOOD.
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REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : CFIELD COMMUNITY ARTS CENTER
CASE NUMBER : 17PR0145
LATEST PLAN DATE : 11/18/16
RECEIVED DATE : 11/21/16
SUBMITTAL NUMBER : 2
REVIEW DATE : 11/30/16
ADDRESS : 11810 CENTRE ST
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. ONE OF THE PARENT TAX-IDS IS MISSING ON THE COVER
SHEET. PLEASE ADD 788655837700000 TO THE SITE PLAN. THE
PARCEL IS ACTIVE WITH AN OWNER OF COUNTY OF CHESTERFIELD.
2. THE PARCEL BOUNDARY SURVEYS ARE INCOMPLETE AS NO
BOUNDARY SURVEY IS SHOWN FOR 788655837700000. 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 PARCELS ARE TOO LARGE TO
CONVENIENTLY FIT ON ONE SHEET, A LARGER SCALE DRAWING
OF THE BOUNDARIES IS ACCEPTABLE.
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REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : CFIELD CENTER FOR THE ARTS
CASE NUMBER : 17PR0145
LATEST PLAN DATE : 2/17/17
RECEIVED DATE : 2/23/17
SUBMITTAL NUMBER : 3
REVIEW DATE : 2/24/17
ADDRESS : 11810 CENTRE ST
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. ALONG THE PARCEL BOUNDARIES ON VF101: THERE IS A
BEARING AND DISTANCE MISSING BETWEEN N15-04-10E 27.05'
AND N72-08-55E 134.79' ON 7886556767. SEE DB 3708 PG 849.
THERE ARE TWO BEARINGS AND DISTANCES MISSING BETWEEN
C8 AND C7 ON 7886558377. SEE PB 236 PG 18.
2. THE WRITTEN DESCRIPTION ON VF101 IS ONLY FOR
7886556767. IT DOESN'T INCLUDE THE BOUNDARY FOR
7886558377.
3. NEITHER THE PARCEL BOUNDARY NOR THE WRITTEN DESCRIPTION
SHOW THE HIGHWAY TAKE IN DB 3948 PG 123, HP 22 PG 30.
4. THE ADDRESS FOR THE CHESTERFIELD CENTER FOR THE ARTS
WILL BE 11810 CENTRE ST SINCE IT IS A SEPARATE ENTITY
FROM THE LIBRARY.
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: CFIELD COMMUNITY ARTS CENTER
SITE PLAN NUMBER: 17PR0145
ADDRESS: 11800 CENTRE STREET
LATEST PLAN DATE: 10/5/16
DEPT. REC'D. DATE: 10/11/16
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 10/11/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. 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.
CALL OUT THE HYDRANT ON THE NORTHEAST SIDE OF THE
BUILDING.
2. THE APPROXIMATE LOCATION OF ALL REQUIRED FIRE LANE
SIGNS AND CURB / STREET MARKING SHALL BE INDICATED ON
THE PLAN. FIRE LANES THAT ARE BETWEEN TWENTY AND
TWENTY-SIX FEET IN WIDTH SHALL BE POSTED AND MARKED ON
BOTH SIDES OF THE ROADWAY. FIRE LANES IN EXCESS OF
TWENTY-SIX FEET IN WIDTH UP TO THIRTY-TWO FEET IN WIDTH
SHALL BE POSTED AND MARKED ON ONE SIDE OF THE
ROADWAY. THE LOCATION OF AND METHOD OF MARKING FIRE
LANES SHALL BE CLEARLY INDICATED ON THE SUBMITTED SITE
PLAN. ALL FIRE LANE SIGNS SHALL BE DOUBLE FACED AND
INSTALLED PERPENDICULAR TO THE CURB.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: CFIELD COMMUNITY ARTS CENTER
SITE PLAN NUMBER: 17PR0145
ADDRESS: 11800 CENTRE STREET
LATEST PLAN DATE: 11/18/16
DEPT. REC'D. DATE: 11/28/16
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 11/29/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED 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: CFIELD COMMUNITY ARTS CENTER
SITE PLAN NUMBER: 17PR0145
ADDRESS: 11800 CENTRE STREET
LATEST PLAN DATE: 2/17/17
DEPT. REC'D. DATE: 2/23/17
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 3/3/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED PLAN IS APPROVED AS SUBMITTED.
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REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : CHESTERFIELD CENTER FOR THE ARTS
ADDRESS : 11800 CENTRE STREET
SITE PLAN NO. : 17PR0
LATEST PLAN DATE : OCTOBER 05, 2016
DEPT. REC'D DATE : OCTOBER 10, 2016
SUBMITTAL NUMBER : 1
REVIEW DATE : OCTOBER 20, 2016
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : NO
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. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(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. CURSORY REVIEW WAS PROVIDED SINCE CALCULATIONS WERE
NOT SUBMITTED WITH THE PLAN SUBMITTAL.
04. PROVIDE THE FOLLOWING INFORMATION ON THE COVER SHEET:
A. TOTAL ON-SITE IMPERVIOUS COVER IN SQUARE FEET (NOT
INCLUDING VDOT RIGHTS-OF-WAY).
05. THE MAGISTERIAL DISTRICT OF CHESTERFIELD COUNTY MUST
BE SHOWN. (CL-GENERAL 8)
06. A DRAINAGE AREA MAP IS REQUIRED FOR ALL ON-SITE AND
OFF-SITE DRAINAGE AREAS. (MAXIMUM SCALE OF 1"=200')
BOTH EXISTING AND PROPOSED CONTOURS ARE REQUIRED.
(CL-G&D 3)
07. THE LIMITS OF THE 100-YEAR FLOOD PLAIN MUST BE SHOWN.
(CL-G&D 8)
08. CALCULATIONS MUST BE SUBMITTED TO SUPPORT THE DESIGN O
ALL PROPOSED CULVERTS, OPEN DITCHES, DROP INLETS, AND
STORM SEWERS ON VDOT STANDARD CALCULATION SHEETS.
(CL-G&D 11)
09. HYDRAULIC GRADE LINE CALCULATIONS ARE REQUIRED TO
SUPPORT THE DESIGN OF ALL PROPOSED STORM SEWERS.
(CL-G&D 12)
10. INLET SHAPING STD. IS-1 MUST BE SPECIFIED IN THE
TABULAR DRAINAGE DESCRIPTION FOR EACH MANHOLE AND DROP
INLET IN WHICH IT WAS USED IN THE HYDRAULIC GRADE LINE
CALCULATIONS. (CL-G&D 17)
11. INLET SHAPING IS RESTRICTED TO PIPE DIAMETERS OF 30"
OR LESS AND TO SITUATIONS WHERE ONE PIPE ENTERS THE
CHAMBER AND ONE PIPE EXITS THE CHAMBER. STORM SEWERS
WITH PIPE DIAMETERS OF 30" AND ABOVE SHALL QUALIFY FOR
THE 50 PERCENT REDUCTION IN JUNCTION LOSSES ONLY WHEN
PRE-CAST TEES AND ELBOWS ARE USED. (CL-G&D 18)
12. A DETAIL MUST BE SHOWN ON THE PLANS FOR INLET SHAPING
STD. IS-1. IF INLET SHAPING CANNOT BE ACCOMPLISHED
WITHIN THE STANDARD STRUCTURE, THEN DETAILS MUST BE
PROVIDED FOR THE MODIFICATIONS NECESSARY TO THE
STRUCTURE TO ACCOMPLISH INLET SHAPING. (CL-G&D 19)
13. STEPS STD. ST-1 MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION OF ANY STRUCTURE OVER 4 FEET IN
HEIGHT. (CL-G&D 20)
14. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE
INTO A CONCRETE STRUCTURE. (CL-G&D 21)
15. DRY GUTTER IS REQUIRED WHERE RUNOFF FLOWS AWAY FROM TH
FACE OF CURB. THESE AREAS MUST BE CROSS-HATCHED AND A
DETAIL PROVIDED ON THE PLAN FOR CONSTRUCTION OF DRY
GUTTER. (CL-G&D 23)
16. THE SYMBOL USED FOR DRY GUTTER ON THE PLAN VIEW MUST B
SHOWN ADJACENT TO THE DETAIL FOR ITS CONSTRUCTION.
(CL-G&D 24)
17. 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.
(CL-EC 16)
18. AN MS-19 ANALYSIS MUST BE PERFORMED AT EACH POINT OF
CONCENTRATED DISCHARGE AND AT THE DOWNSTREAM PROPERTY
LINE. THE LOCATION OF EACH ANALYSIS MUST BE SHOWN AND
LABELED ON THE EROSION CONTROL PLAN SHEETS. (CL-EC 28)
19. ANY SOIL STOCKPILE AREA MUST BE LOCATED ON THE PLANS.
SILT FENCE MUST BE PROVIDED AROUND THE PERIMETER.
(CL-EC 39)
20. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
A. A VDOT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT
PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT.
(CL-EC 42D)
21. ON THE COVER SHEET, COMPLETE THE MS-4 TABLE.
22. SHEET CA001:
A) COMPLETE THE PROJECT DESCRIPTION.
B) COMPLETE THE EXISTING SITE CONDITIONS.
C) COMPLETE THE ADJACENT PROPERTY INFORMATION.
D) UPDATE ES-1 TO THE MOST RECENT EROSION AND SEDIMENT
CONTROL REGULATIONS.
23. SHEET CA002:
A) COMPLETE THE MS-19 TABLE.
B) COMPLETE THE OUTFALL PROTECTION TABLE.
24. ON SHEET CA003, SOME OF THE DETAILS ARE OVERLAPPING
TEXT ON THE PAGE, OBSCURING THE TEXT WITHIN THE
DETAILS.
25. SHEET CA101:
A) REMOVE THE CIP FROM IN FRONT OF THE DUAL 48"
CULVERT. DRAINAGE AREA LIKELY EXCEEDS THE MAXIMUM
ALLOWED FOR CIP.
B) PROVIDE A SEDIMENT TRAP TO THE NORTH FOR THE PARKIN
LOT AND OTHER WORK IN THE AREA. PROVIDE DIVERSION
DIKES TO CONVEY THE WATER INTO THE TRAP.
C) INCLUDE SUPER SILT FENCE IN NOTE 6 OF THE PHASE 1
CONSTRUCTION SEQUENCE.
D) PROVIDE THE CORRECT SHEET REFERENCE IN NOTE 7 OF TH
PHASE 1 CONSTRUCTION SEQUENCE.
E) CLARIFY HOW LIBRARY TRAFFIC WILL MAINTAIN SAFE
CIRCULATION DURING CONSTRUCTION OF THE PROJECT.
F) PROVIDE NOTES THE ASPHALT MUST BE DEMOLISHED PRIOR
TO INSTALLATION OF THE CONSTRUCTION ENTRANCE.
G) PROVIDE SUPER SILT FENCE ALONG THE WETLANDS.
H) PROVIDE NOTES THAT THE LIMITS OF THE WETLANDS MUST
BE FLAGGED PRIOR TO ISSUANCE OF THE LAND DISTURBANC
PERMIT.
26. SHEET CS101:
A) LABEL CURB TYPES AND RADII.
27. SHEET CG101:
A) CLARIFY HOW THE COURTYARDS ARE TO DRAIN.
B) BLIND TIE-INS FOR STORM SEWER WILL NOT BE APPROVED.
THE CONNECTIONS TO STORM SEWER MUST BE MADE AT A
JUNCTION.
C) CORRECT THE REFERENCE FOR THE FRENCH DRAIN SYSTEM.
D) PROVIDE FINISHED FLOOR ELEVATION FOR THE EXISTING
BUILDING.
E) PROVIDE PLUNGE POOL OR LEVEL SPREADER FOR OUTFALL T
THE WETLANDS.
28. SHEETS CG110 & CG111:
A) IT APPEARS THERE ARE NUMEROUS LOW SPOTS WITH NO
OUTFALLS IN THE CURB AND GUTTERS FOR THE SITE.
PROVIDE INLETS OR DRY CURB IN THESE AREAS TO HELP
PREVENT WATER FROM PONDING IN THE CURB AND GUTTER.
B) LABEL TOP AND BOTTOM WALL ELEVATIONS FOR THE
RETAINING WALLS.
C) IT APPEARS THE RETAINING WALL TO THE SOUTHWEST IS
BEING BUILT OVER THE DUAL 48" PIPE. REVISE DESIGN
TO REMOVE THE RETAINING WALL FROM OVER THE DUAL 48"
PIPES.
D) FIELD LOCATE THE DUAL 48" PIPES PRIOR TO APPROVAL O
THE PLANS TO ENSURE TIE-INS AND WALL LOCATIONS ARE
CORRECT AND HELP MINIMIZE FIELD CHANGES.
E) CLARIFY HOW THE DEDUCT ALTERNATIVE WILL AFFECT THE
DESIGN.
F) ENSURE CLEANOUTS IN THE DRIVE AISLES AND PARKING AR
TRAFFIC RATED.
29. ON SHEET CG201, SHOW UTILITY CROSSINGS IN THE
PROFILES.
30. SHEET CG301:
A) IT APPEARS THE DESIGN IMPERVIOUS FOR 2016 IS OVER
THE APPROVED AMOUNT FOR 2003. THIS IS IN EXCEEDANC
OF WHAT IS ALLOWED BY GRANDFATHERING. EITHER REDUC
THE IMPERVIOUS PERCENTAGE TO BELOW THE 2003 DESIGN
REQUIREMENTS OR PROVIDE PART IIB ANALYSIS FOR THE
SYSTEM.
B) LABEL THE STREET NAMES AND CONTOURS.
31. ON SHEET CU201, SHOW THE STORM SEWERS AND ROOF DRAINS
IN THE PROFILES.
32. 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.
33. 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.
34. THE POLLUTION PREVENTION PLAN MUST BE PROVIDED TO THE
ENVIRONMENTAL ENGINEERING INSPECTOR PRIOR TO ISSUANCE
OF A LAND DISTURBANCE PERMIT. THE CHESTERFIELD COUNTY
POLLUTION PREVENTION PLAN SHEET MAY BE PROVIDED IN THE
CONSTRUCTION PLANS (THIS IS AVAILABLE ON THE
ENVIRONMENTAL ENGINEERING DOCUMENTS AND FORMS WEBPAGE)
35. 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.
36. 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.
37. 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 VDOT LAND USE PERMIT
C. 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
D. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $2700
E. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
F. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : CHESTERFIELD CENTER FOR THE ARTS
ADDRESS : 11800 CENTRE STREET
SITE PLAN NO. : 17PR0145
LATEST PLAN DATE : NOVEMBER 18, 2016
DEPT. REC'D DATE : NOVEMBER 28, 2016
SUBMITTAL NUMBER : 2
REVIEW DATE : DECEMBER 02, 2016
RECOMMENDATION : NOT APPROVED
TABLE REVISION : NO
PLAT PROCESSING : NO
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. WETLANDS DOCUMENTATION MUST BE
RECEIVED BY THIS DEPARTMENT PRIOR TO ISSUANCE OF THE
LAND DISTURBANCE PERMIT.
(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).
04. SHOW THE COUNTY 100-YEAR FLOODPLAIN ON THE PLANS.
05. ALTHOUGH THE PROJECT IS NOT CONSTRUCTING OR MODIFYING
BMP, PROVIDE AND COMPLETE THE MS4 TABLE USING THE
EXISTING BMP THAT SERVICES THIS PROJECT.
06. ON THE COVER SHEET, MODIFY THE CBPA NOTE TO INDICATE
THE PROJECT COMPLIES WITH THE CHESTER GREEN OVERALL
CBPA AND IS LOCATED IN THE VILLAGE GREEN COMMERCIAL
AREA WHICH ALLOWS FOR 85% IMPERVIOUS. THIS SITE IS
PROPOSED AT 62.1% IMPERVIOUS.
07. ON SHEET CA001, ES-1 SHOULD REFERENCE 9VAC 25-840-40.
08. SHEET CA002:
A) INCLUDE ALL PROJECT OUTFALLS IN THE MS-19 TABLE.
09. SHEET CS101:
A) CG6R IS NOT A VDOT STANDARD.
B) INDICATE CURBS THAT ARE TO BE CG-6.
10. SHEET CG101:
A) BLIND TIE-INS FOR STORM SEWER WILL NOT BE APPROVED.
THE CONNECTIONS TO STORM SEWER MUST BE MADE AT A
JUNCTION.
B) IT IS SUGGESTED TO HAVE INLET 5 DISCHARGE TOWARD
INLET 4. PROVIDE A JUNCTION BOX FOR THE TIE-IN FRO
INLETS 4 AND 7.
C) INLETS 1 AND 2 DO NOT MEET VDOT MINIMUM DEPTH.
PROVIDE VDOT MINIMUM DEPTH OR PROVIDE DETAILS FOR
THE MODIFICATION OF THE STRUCTURE FOR EACH
STRUCTURE.
D) PIPE FROM O-2 IS 12" PVC WITH A LENGTH OF 200'. 12
PIPE IS ONLY ALLOWED FOR FIRST 50'. PROVIDE 15"
RCP.
E) PROVIDE 0.10' DROP WHERE POSSIBLE.
11. SHEET CG301:
A) PROVIDE MORE OFFSITE INFORMATION SUCH AS CONTOURS
AND BUILDINGS.
B) IT APPEARS SOME OF THE LINEWORK FOR EXISTING
PAVEMENT AND CURBS ARE MISSING FROM THE PLAN.
C) CLARIFY WHERE DRAINAGE AREA F OUTFALLS AND IF THIS
SHOULD BE A PART OF DRAINAGE AREA E.
12. SHEET CG302:
A) CLARIFY OUTFALL FOR DRAINAGE AREA H.
B) THE C-VALUES FOR DRAINAGE AREAS A, F, AND G APPEAR
LOW.
C) SHOW FULL DRAINAGE AREAS TO STRUCTURE 6, APPEARS TO
STOP AT THE PROPERTY LINE.
13. CALCULATIONS:
A) ENSURE THE DISCHARGES USED FOR INLET SPREADS MATCH
THE PROPOSED HYDROLOGY PLAN SHEET.
B) THE CA VALUES FOR STRUCTURES 1 AND 7 DO NOT MATCH
THE PLANS FOR THE STORM SEWER CALCULATIONS.
C) IN THE HGL CALCULATIONS, WHEN THE PROPOSED STORM
SEWER TIES INTO EXISTING, PROVIDE HGL TO NEXT
STRUCTURE DOWNSTREAM.
D) PROVIDE CALCULATIONS FOR EXISTING OFFSITE INLETS
RECEIVING FLOW DIRECTLY FROM PROPOSED PROJECT.
E) THE HGL FROM 1-3 DOES NOT APPEAR TO ACCOUNT FOR THE
BEND LOSS.
14. 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.
15. THE POLLUTION PREVENTION PLAN MUST BE PROVIDED TO THE
ENVIRONMENTAL ENGINEERING INSPECTOR PRIOR TO ISSUANCE
OF A LAND DISTURBANCE PERMIT. THE CHESTERFIELD COUNTY
POLLUTION PREVENTION PLAN SHEET MAY BE PROVIDED IN THE
CONSTRUCTION PLANS (THIS IS AVAILABLE ON THE
ENVIRONMENTAL ENGINEERING DOCUMENTS AND FORMS WEBPAGE)
16. 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.
17. 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.
18. 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 VDOT LAND USE PERMIT
C. 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
D. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $2700
E. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
F. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================

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