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CASE NO: 17PR0126 STATUS: APPROVED - ADMIN
PROJECT NAME: MEDEXPRESS - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 02 02/13/17 03/06/17 ******** ********
ENVIR.ENGR.-: 02 02/13/17 03/06/17 ******** 12/08/16 DLD 706-2031
FIRE DEPT.--: 02 02/13/17 03/06/17 COMPLETE 02/14/17 AWB 717-6167
MAPPING/GIS-: 02 02/13/17 03/06/17 COMPLETE 03/03/17 AMJ 768-7549
PLANNING----: 02 02/13/17 03/06/17 COMPLETE 03/07/17 JJD 717-6191
TRANSPORT.--: 02 02/13/17 03/06/17 COMPLETE 02/15/17 SJA 751-4461
UTIL.PLAN.--: 02 02/13/17 03/06/17 ******** ********
UTILITIES---: 02 02/13/17 03/06/17 ******** 11/21/16 M L 748-1338
UTIL.R.O.W.-: 02 02/13/17 03/06/17 ******** ********
VDOT--------: 02 02/13/17 03/06/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : MEDEXPRESS
ADDRESS : 11603 MIDLOTHIAN TURNPIKE
SUBMISSION DATE : 8/24/16
PLAN DATED : 8/16/16
REVIEW DATE : 8/30/16
SITE PLAN NO. : 17PR0126
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
1. UTILITIES PROJECT NUMBER 16-0237 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. INCLUDE A LIST OF UTILITIES MATERIALS ITEM LISTED BY
PRIVATE AND PUBLIC WATER AND SEWER ITEMS.
4. ON SHEET C001, THE EXISTING SEWER LATERAL DOES NOT
CONNECT TO THE SEWER MAIN IN TWO PLACES AS SHOWN. THERE AR
TWO SEPARATE LINES OUT OF THE FRIENDLY'S THAT COMBINE TO O
LATERAL. PLEASE REFER TO THE AS-BUILT PLANS.
5. ON SHEET C001, NOTE 21 SAYS THE METER BOX IS TO REMAIN
WHICH CONTRADICTS THE NOTES ON SHEET C301. WE RECOMMEND
THAT THE METER BOX REMAIN AND BE RE-PLUMBED AS THE BOX USE
FOR 1-1/2" METERS IS THE SAME AS 2" (EXISTING METER).
6. PLEASE PROVIDE A METER SIZING FORM.
7. BE ADVISED THAT BY DOWNSIZING THE METER FROM 2-INCH TO
1-1/2 INCH, THE OWNER WILL LOSE THE CONNECTION FEE CREDIT
DIFFERENCE IF THE PROPERTY IS EVER TRANSFERRED OR
RE-DEVELOPED.
8. ON SHEET C3.01, UTILITY KEYNOTE 9 SHOULD CALL OUT A
SAMPLING MANHOLE PER DETAIL MAN-17.
9. PLEASE INCLUDE COUNTY DETAILS MAN-17 AND DES-02 ON SHE
C302. THE PRE-CAST MANHOLE AND SANITARY LATERAL DETAILS
SHOULD BE REMOVED.
10. 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).
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : MEDEXPRESS
ADDRESS : 11603 MIDLOTHIAN TURNPIKE
SUBMISSION DATE : 11/10/16
PLAN DATED : 10/3/16
REVIEW DATE : 11/21/16
SITE PLAN NO. : 17PR0126
COMMENTS : 2ND REVIEW- APPROVED
TABLE REVIEW : YES
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: MED EXPRESS
SITE PLAN NUMBER: 17PR0126
LATEST PLAN DATE: 08/16/16
DEPT. REC'D. DATE: 08/26/16
SUBMITTAL NUMBER: ONE
REVIEW DATE: 09/06/16
RECOMMENDATION: APPROVED
NOTE COUNTY ROAD CLASSIFICATION FOR ROUTE 60 ON THE PLAN
SHEETS. IT IS CLASSIFIED AS A MAJOR ARTERIAL.
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: MED EXPRESS
SITE PLAN NUMBER: 17PR0126
LATEST PLAN DATE: 10/19/16
DEPT. REC'D. DATE: 11/16/16
SUBMITTAL NUMBER: TWO
REVIEW DATE: 11/22/16
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: MED EXPRESS
SITE PLAN NUMBER: 17PR0126
LATEST PLAN DATE: 01/06/17
DEPT. REC'D. DATE: 02/13/17
SUBMITTAL NUMBER: THREE
REVIEW DATE: 02/15/17
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEWER / PHONE #-----JEFF DOPP/717-6191
EMAIL------------------DOPPJ@CHESTERFIELD.GOV
NAME OF PLAN-----------MEDEXPRESS
SITE PLAN NUMBER-------17PR0126
ADDRESS----------------11603 MIDLOTHIAN TPKE.
LATEST PLAN DATE-------8/10/16
DEPT. REC'D. DATE------8/18/16
DEPT. ACCEPTED DATE---8/24/16
SUBMITTAL NUMBER-------ONE
REVIEW DATE------------9/7/16
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW-----------NO
LANDSCAPE PLAN STATUS- NOT APPROVED /SEE COMMENT
ARCHITECTURAL ELEVATIONS- REQUESTED WITH NEXT SUBMITTAL
LIGHTING PLAN/CUTSHEETS--- REQUESTED WITH NEXT SUBMITTAL
IRRIGATION/HOSEBIB PLAN--- REQUESTED WITH NEXT SUBMITTAL
REVIEW COMMENTS:
01. PUT A REVISION DATE ON THE RESUBMITTED
PLANS. RESUBMIT 12 FULL SETS & 1 COPY OF
THE SITE PLAN SHEET TO THE PLANNING
DEPARTMENT FOR YOUR NEXT REVIEW.
02. PROVIDE A RESPONSE TO COMMENTS USING
THE SPACE BELOW EACH COMMENT TO
DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. NOTE ON WHAT SHEET
EACH REQUESTED CHANGE IS PROVIDED.
PROVIDE A TRANSMITTAL LETTER TO
DESCRIBE ANY CHANGES TO THE PLANS NOT
CAUSED BY STAFF REVIEW COMMENTS.
(CL X.X REPRESENTS CHECKLIST ITEM #)
03. PUT THE CHESTERFIELD COUNTY SITE PLAN NUMBER
17PR0126 IN THE LOWER RIGHT CORNER OF EACH SHEET.
04. THE FIRST SUBMITTAL SHALL INCLUDE A PLAN DATE
(MONTH, DAY & YEAR), AND EACH REVISED SET OF
PLANS SHALL SHOW A REVISION DATE.
05. PER SEC. 19-505(B), MAKE SURE ALL
SETBACKS FROM PUBLIC ROADS ARE MEASURED FROM
THE ULTIMATE RIGHT OF WAY. LABEL THE EXISTING
RIGHT OF WAY AND THE ULTIMATE RIGHT OF WAY
ON ALL PUBLIC ROADS ON THE SITE PLAN, EVEN IF THE
ULTIMATE AND EXISTING RIGHT OF WAY IS THE SAME.
06. SHEET C101: LABEL THE REQUIRED LANDSCAPE
STANDARD ( PERIMETER LANDSCAPE B) TO BE APPLIED
THROUGH THE DEVELOPMENT OF THE LANDSCAPE PLAN.
[SEC. 19.1-27.F]
07. REVISE PARKING CALCULATIONS. THE PARKING FORMULA
IS 4.4 SPACES PER 1000 GROSS SQUARE FEET OF BUILDING
AREA SINCE THIS PARCEL IS PART OF A SHOPPING CENTER.
08. SIGNS REQUIRE SEPARATE SIGN PERMIT APPROVAL, PLEASE
ADVISE YOUR CLIENT THAT THE EXISTING FREESTANDING SIGN
MAY BE NONCONFORMING. AS A RESULT, A REDUCTION IN
THE HEIGHT AND SQUARE FOOTAGE OF THE SIGN MAY
BE REQUIRED. PLEASE CONTACT REVIEWER TO FURTHER DISCUSS.
09. REMOVE THE "FRONT YARD SIGN SETBACK" LABEL FROM
ALL SHEETS. SIGNS MUST BE A MINIMUM OF 1 FOOT
BEHIND THE PROPERTY LINE ADJACENT TO THE PUBLIC RIGHT
AWAY AND MAY NOT ENCROACH INTO UTILITY EASEMENTS.
THIS LABEL IS NOT NECESSARY.
10. THE USE OF A CHAIN-LINK FENCE WITH PRIVACY SLATS
FOR THE DUMPSTER ENCLOSURE IS UNACCEPTABLE. ENCLOSURE
MUST CONSIST OF A SOLID BOARD FENCE OR A MATERIAL TO
MATCH THE BUILDING. PLANNING RECOMMENDS USING
A SOLID VINYL FENCE ENCLOSURE. VINYL DUMPSTER
MATERIAL TENDS TO BE MORE DURABLE OVER TIME.
11. REMOVE NOTE THAT READS "NOW OR FORMERLY"
FROM ALL SHEETS DESCRIBING THE PARCEL INFORMATION.
THIS INFORMATION NEEDS TO BE CURRENT.
12. SHEET 1: PUT NOTE ON PLANS, "ALL PROPOSED
UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING
ELECTRIC, TELEPHONE AND CATV."
13. SHOW ANY EXISTING AND/OR PROPOSED GAS, POWER,
AND TELEPHONE LINES AND EASEMENTS.
14. PROVIDE A RECORDED CROSS EASEMENT AGREEMENT
AND LABEL THE DEED BOOK AND PAGE NUMBER ON THE
SITE LAYOUT.
15. IF NO SETBACK IS REQUIRED LABEL ON PLANS
ZERO (0') SETBACK REQUIREMENT INTERNAL TO PROJECT".
16. SHOW THE TOTAL REQUIRED AND TOTAL PROVIDED
HANDICAP PARKING SPACES UNDER THE PARKING SPACE
REQUIREMENT SUMMARY ON SHEET C101.
18. INSTALL BUMPER BLOCKS AT ENDS OF PARKING SPACES
BETWEEN HANDICAP ACCESS AISLE AND ENTRANCE TO BUILDING
SO THAT CARS DO NOT ENCROACH INTO HANDICAP PEDESTRIAN PATH
19. SHOW BOTH PROPOSED NUMBER OF STORIES AND HEIGHTS FOR
BUILDING.
20. IS ANY OUTDOOR MUSIC/OUTDOOR PUBLIC ADDRESS OR
INTERCOM SYSTEM PROPOSED? OUTDOOR PUBLIC ADDRESS
SYSTEMS ARE ALLOWED ONLY BY CONDITIONAL USE, AND
INTERCOMS ARE A RESTRICTED USE BEGINNING IN C-2 DISTRICTS.
LIGHTING
1. PROVIDE MANUFACTURERS CUT SHEETS FOR ALL BUILDING
MOUNTED AND POLE MOUNTED LIGHT FIXTURES.
PER SEC. 19.1-205, ALL LIGHT FIXTURES SHALL BE OF A
DIRECTIONAL TYPE THAT SHIELDS THE LIGHT SOURCE FROM
DIRECT VIEW FROM ANY ADJOINING PROPERTY AND
PUBLIC RIGHT OF WAY.
2. THE PHOTOMETRIC PLAN IS ACCEPTABLE. NO NEED
TO RESUBMIT.
LANDSCAPE AND IRRIGATION PLAN
1. SEC. 19.1-27 E, THE LANDSCAPE PLAN SHALL BE
CERTIFIED BY A STATE OF VIRGINIA STATE REGISTERED
LANDSCAPE ARCHITECT, NURSERYMAN, OR LANDSCAPE
DESIGNER PREPARING THE PLAN. THE PLANS HAVE
BEEN SIGNED AND SEALED BY AN ENGINEER. IS THE
ENGINEER A STATE REGISTERED LANDSCAPE ARCHITECT,
NURSERYMEN OR LANDSCAPE DESIGNER?
REVIEWER WILL NOT REVIEW LANDSCAPE PLAN
UNTIL THIS REQUIREMENT IS ADDRESSED.
02. PER SEC. 19-518(E), ALL LANDSCAPED AREAS SHALL BE
PROVIDED WITH A READILY AVAILABLE WATER SUPPLY. THE
COUNTY ACCEPTS EITHER YARD HYDRANTS AND/OR HOSE
BIBS WITHIN 100 FEET OF ALL NEW PLANTINGS OR AN
IRRIGATION SYSTEM FOR ALL AREAS OF NEW PLANTINGS.
THE COUNTY ALSO ACCEPTS A 3-YEAR CONTINUOUS
MAINTENANCE CONTRACT WITH A REPUTABLE
LANDSCAPING MAINTENANCE COMPANY. CERTAIN AREAS
DIFFICULT TO SERVE WITH WATER MAY BE PLANTED WITH
DROUGHT TOLERANT NATIVE SPECIES. INSURE WATER
INFORMATION IS SUPPLIED ON UTILITY DEPARTMENT
METER SIZING FORMS.
03. XX. PER THE INTERNATIONAL FIRE CODE, FEDERAL REGULATIO
FOR HIGH VOLTAGE TRANSMISSION LINES, THE COUNTY CPTED
POLICY, AND COUNTY ORDINANCE SEC. 19-517(B), THE
DESIGN OF PARKING AREAS SHALL FULLY CONSIDER AND PLAN
TO MINIMIZE POTENTIAL CONFLICTS BETWEEN MATURING
LANDSCAPING AND THE VISIBILITY AND ACCESS TO FIRE
HYDRANTS, CLEARANCES TO HIGH POWER TRANSMISSION LINES,
SITE LIGHTING, AND VISIBILITY FOR MOTORISTS EXITING
PARKING ROWS. SITE LAYOUT SHALL BE CHECKED TO DETERMINE
THAT SUFFICIENT INTERNAL PARKING LOT PLANTING AREA EXISTS
MEET THE REQUIREMENTS OF SEC. 19-519 EXCLUDING ISLANDS
WITH FIRE HYDRANTS AND RELATED UTILITY BOXES, AND CONFLICT
WITH OVERHEAD POWER LINES AND SITE LIGHTING. REVIEW
STAFF MAY REQUIRE A SEPARATE SHEET DOCUMENTING SIZES
OF PROPOSED ISLANDS AND OTHER INTERNAL GREEN SPACES
WITHIN PARKING LOTS.
04. PER SEC. 19.1-253.A. & B., THE LOCATION OF PARKING LOT
LANDSCAPE ISLANDS SHALL BE DISPERSED SO AS TO BREAK UP
THE EXPANSE OF PARKING AREAS. THE COUNTY ENCOURAGES
CONTINUOUS PLANTING ISLANDS RATHER THAN HAVING
MANY INDIVIDUAL ISLANDS BY ALLOWING PLANTING ISLANDS AT
LEAST 65 FEET IN LENGTH TO BE ONLY 9 FEET WIDE FOR LARGE
MATURING TREES. THIS IS THE MOST EFFICIENT AND EFFECTIVE
WAY TO INCLUDE TREES INTO PARKING AREAS.
05. PLEASE BE ADVISED PERIMETER LANDSCAPE PLANTINGS
MAY NOT COUNT TOWARDS INTERIOR PARKING LOT
LANDSCAPE REQUIREMENTS AND VICE VERSA.
ARCHITECTURE
01. PER SEC. 19.1-317 A, B, PROVIDE 2 COLORED COPIES
OF FOUR SIDED 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.
ARCHITECTURAL COMPATIBILITY IS REQUIRED BETWEEN
BUILDINGS WITHIN THE PROJECT.
02. PER SEC. 19-570(B), SHOW THAT JUNCTION AND
ACCESS BOXES ARE EITHER SCREENED OR PAINTED TO
MATCH THE BUILDING.
03. PER SEC. 19-507(C), MECHANICAL EQUIPMENT,
WHETHER 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. SHOW ALL UNITS IN RELIEF BEHIND
PARAPETS AND/OR WALLS USED FOR SCREENING TO SHOW
THAT UNITS ARE FULLY SCREENED.
04. PER CHESTERFIELD PLANNING REQUIREMENTS, IF A
ROOF LADDER IS PROPOSED, ROOF LADDER MUST BE
PLACED INTERIOR TO THE BUILDINGS.
SECURE ALL ROOF HATCHES WITH PADLOCKS TO GUARD
AGAINST BURGLARIES
05. ENSURE THAT THE HEIGHT OF THE BUILDING PARAPET
IS TALL ENOUGH ACCOMMODATE BOTH THE HEIGHT
OF THE ROOFTOP MECHANICAL UNITS AND CURBS THEY
ARE MOUNTED ONTO.
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REVIEWER / PHONE #-----JEFF DOPP/717-6191
EMAIL------------------DOPPJ@CHESTERFIELD.GOV
NAME OF PLAN-----------MEDEXPRESS
SITE PLAN NUMBER-------17PR0126
ADDRESS----------------11603 MIDLOTHIAN TPKE.
LATEST PLAN DATE-------10/3/16
DEPT. REC'D. DATE------11/10/16
SUBMITTAL NUMBER-------TWO
REVIEW DATE------------12/5/16
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW----------- NO
LANDSCAPE PLAN STATUS- NOT APPROVED
ARCHITECTURAL ELEVATIONS-NOT APPROVED
LIGHTING PLAN/CUTSHEETS--- APPROVED
HOSEBIB PLAN--- APPROVED
REVIEW COMMENTS:
01. PUT A REVISION DATE ON THE RESUBMITTED
PLANS. RESUBMIT 12 FULL SETS & 1 COPY OF
THE SITE PLAN SHEET TO THE PLANNING
DEPARTMENT FOR YOUR NEXT REVIEW.
02. PROVIDE A RESPONSE TO COMMENTS USING
THE SPACE BELOW EACH COMMENT TO
DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. NOTE ON WHAT SHEET
EACH REQUESTED CHANGE IS PROVIDED.
PROVIDE A TRANSMITTAL LETTER TO
DESCRIBE ANY CHANGES TO THE PLANS NOT
CAUSED BY STAFF REVIEW COMMENTS.
(CL X.X REPRESENTS CHECKLIST ITEM #)
03. THE MATERIALS AND COLOR TREATMENT FOR THE
DUMPSTER ENCLOSURE ARE REQUIRED TO BE CONSISTENT
ON ALL SIDE AND REAR ELEVATIONS. THE DETAIL
PROVIDED ONLY SHOWS ELEVATION B. PLEASE REVISE
ELEVATION B AND LABEL AS "TYPICAL ELEVATION FOR
ALL SIDES AND REAR."
LANDSCAPE AND IRRIGATION PLAN
1. THE LANDSCAPE PLAN DOES NOT MEET THE
INTERIOR PARKING LOT LANDSCAPE REQUIREMENTS.
THE CHESTERFIELD COUNTY PLANT MATERIAL LIST
IDENTIFIES BOTH THE PYRAMIDAL EUROPEAN HORNBEAM
AND DOWNY SERVICEBERRY AS SMALL DECIDUOUS TREES.
AND ARE NOT APPROPRIATE FOR INTERIOR PARKING LANDSCAPE
PLANTINGS. ALSO, INTERIOR PARKING LANDSCAPE REQUIRES
THAT A MINIMUM OF 50% OF THE TREES
CONSIST OF LARGE DECIDUOUS TREES.
2. PROVIDE FIVE LARGE DECIDUOUS TREES
WITHIN THE FRONT YARD LANDSCAPE PERIMETER B
AREA. THE CHESTERFIELD COUNTY PLANT MATERIAL LIST
IDENTIFIES THE PYRAMIDAL EUROPEAN HORNBEAM
AS SMALL DECIDUOUS TREES. PLEASE CONSULT THE CHESTERFIELD
COUNTY PLANT MATERIAL LIST FOR ACCEPTABLE PERIMETER
PLANT MATERIALS.
3. PLEASE BE ADVISED PERIMETER LANDSCAPE PLANTINGS
MAY NOT COUNT TOWARDS INTERIOR PARKING LOT
LANDSCAPE REQUIREMENTS AND VICE VERSA.
4. PLEASE CONTACT REVIEWER TO OBTAIN A COPY OF THE
CHESTERFIELD COUNTY PLANT MATERIAL LIST. THIS LIST
IDENTIFIES ACCEPTABLE PLANT MATERIALS.
5. TO HELP EXPEDITE REVIEW, PRIOR TO RESUBMITTAL YOU
MAY EMAIL A PDF FOR A CURSORY REVIEW.
ARCHITECTURE
01. PLEASE RESUBMIT 2 SETS OF DETAILED COLORED COPIES
OF FOUR SIDED RENDERINGS/ELEVATIONS OF THE BUILDINGS
02. PER SEC. 19-570(B), SHOW THAT JUNCTION AND
ACCESS BOXES ARE EITHER SCREENED OR PAINTED TO
MATCH THE BUILDING.
03. THE GROUT COLOR FOR THE CRIMSON PLYMOUTH
BRICK FIBER CEMENT IS TOO DARK AND NEEDS TO
BE A LIGHTER SAND COLOR TO ACHIEVE COMPATIBILITY
WITH THE OVERALL PROJECT. PLEASE SEND SAMPLE
TO REVIEWER AND REVISE ELEVATIONS TO REFLECT
REVISED MATERIALS.
04. THE "ACCENT" PARAPET EXTENSIONS SHOWN ARE
NOT ACCEPTABLE TO SCREEN THE RTU'S. INSTEAD,
INCREASE THE HEIGHT OF THE BRICK FIBER CEMENT
PARAPET AROUND THE ENTIRE BUILDING SO THE RTU'S
ARE IN FULL RELIEF BEHIND THE PARAPET. SHOW A
GHOST LINE OF THE RTU'S IN RELATIONSHIP
TO THE BUILDING PARAPET ON EACH ELEVATION.
PER SEC. 19-507(C), MECHANICAL EQUIPMENT,
WHETHER 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.
05. ENSURE THAT THE HEIGHT OF THE BUILDING PARAPET
IS TALL ENOUGH EXCEED BOTH THE HEIGHT
OF THE ROOFTOP MECHANICAL UNITS AND CURBS THEY
ARE MOUNTED ONTO. THE ELEVATIONS SUBMITTED SHOW
WHAT APPEARS TO BE RTU'S EXCEEDING THE HEIGHT
OF THE BUILDING PARAPET.
06. ON THE ELEVATIONS LABEL THE FABRIC AWNINGS AS
"OPAQUE". AWNINGS ARE NOT ALLOWED TO BE TRANSLUCENT.
07. REMOVE THE 6 WIDE PREFINISHED ALUMINUM "CROSS"
OUTLINE SHOWN IN THE TOWER WINDOWS FROM THE
ELEVATIONS. PLANNING CANNOT APPROVE THIS IMAGE
BECAUSE IT DOES NOT COMPLY WITH ORDINANCE
REQUIREMENTS FOR SIGNAGE VISIBLE THROUGH WINDOWS.
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REVIEWER / PHONE JEFF DOPP / 717-6191
EMAIL------------------DOPPJ@CHESTERFIELD.GOV
NAME OF PLAN-----------MEDEXPRESS
SITE PLAN NUMBER-------17PR0126
ADDRESS----------------11603 MIDLOTHIAN TPKE.
LATEST PLAN DATE-------10/19/16
DEPT. REC'D. DATE------02/10/2017
SUBMITTAL NUMBER-------THREE
REVIEW DATE------------03/06/2017
RECOMMENDATION---------NOT APPROVED
TABLE REVIEW----------- YES
LANDSCAPE PLAN STATUS- NOT APPROVED
ARCHITECTURAL ELEVATIONS-APPROVED
TABLE REVIEW MEETING. PLEASE PROVIDE JEFF DOPP
WITH COPY OF RECEIPT AT TABLE REVIEW MEETING.
.
01. PUT A REVISION DATE ON THE RESUBMITTED
PLANS. RESUBMIT 12 FULL SETS & 1 COPY OF
THE SITE PLAN SHEET TO THE PLANNING
DEPARTMENT FOR YOUR NEXT REVIEW.
.
02. PROVIDE A RESPONSE TO COMMENTS USING
THE SPACE BELOW EACH COMMENT TO
DESCRIBE HOW YOU HAVE ADDRESSED EACH
REVIEW COMMENT. NOTE ON WHAT SHEET
EACH REQUESTED CHANGE IS PROVIDED.
PROVIDE A TRANSMITTAL LETTER TO
DESCRIBE ANY CHANGES TO THE PLANS NOT
CAUSED BY STAFF REVIEW COMMENTS. PLEASE
PROVIDE SIX COPIES OF THE RESPONSE TO COMMENTS.
(CL X.X REPRESENTS CHECKLIST ITEM #)
.
03. AT TIME OF RESUBMITTAL, SUBMIT A SITE PLAN
RESUBMITTAL FEE IN THE AMOUNT OF $350.00.
IF THIS WILL BE A TABLE REVIEW, PLEASE MAKE
PAYMENT AND HAVE PLANS DATE STAMPED AT COUNTER
#9 1ST FLOOR OF PLANNING DEPARTMENT PRIOR TO
TABLE REVIEW MEETING. PLEASE PROVIDE JEFF DOPP
WITH COPY OF RECEIPT AT TABLE REVIEW MEETING.
.
04. ALL DEPARTMENTS ARE RECOMMENDING A TABLE
REVIEW. PLEASE BE ADVISED AT TIME OF TABLE REVIEW,
IF ALL DEPARTMENTS RECOMMEND SITE PLAN APPROVAL,
A SUBSTANTIAL APPROVAL LETTER WILL BE ISSUED TO ALLOW
FOR LAND DISTURBANCE ONLY. FULL SITE PLAN APPROVAL
WILL BE GRANTED WHEN ARCHITECTURAL ELEVATIONS ARE
APPROVED. PLEASE DO NOT RESUBMIT BUILDING PERMIT
REVISIONS UNTIL FULL SITE PLAN APPROVAL IS GRANTED SINCE
THE BUILDING PERMIT SET WILL NEED TO INCLUDE A COPY
OF THE APPROVED SITE PLAN AND SHOW APPROVED
ELEVATIONS.
.
05. YOUR RESPONSE TO COMMENTS STATES A REVISION
DATE #5 OF 1/13/17. THE PLANS INCORRECTLY SHOW
A REVISION DATE OF 10/19/16 ON SOME SHEETS AND
12/21/16 ON OTHER SHEETS. IN ADDITION, THIS IS THE
THIRD SITE PLAN SUBMITTAL ONLY AND NOT THE FIFTH.
ALL SHEETS WITHIN EACH SET SUBMITTED FOR COUNTY
SITE PLAN REVIEW IS REQUIRED TO SHOW THE SAME
REVISION DATES. DO NOT INCLUDE BUILDING PERMIT
REVISION DATES SINCE THE BUILDING PERMIT PROCESS
IS A SEPARATE REVIEW. PLEASE REVISE ALL SHEETS TO
SHOW EACH DATE PLANS WERE PREPARED FOR COUNTY
REVIEW. FOR EXAMPLE:
SUBMITTED FOR CHESTERFIELD COUNTY REVIEW: 8/10/16
SUBMITTED FOR CHESTERFIELD COUNTY REVIEW: 10/19/16
SUBMITTED FOR CHESTERFIELD COUNTY REVIEW: 12/21/16
.
06. SHEET C101 & ALL OTHER SHEETS: THE LOCATION OF
THE PROPOSED FREESTANDING SIGN ENCROACHES INTO THE
EASEMENT. EITHER REVISE ALL SHEETS SO ENTIRE SIGN IS
NOT ENCROACHING INTO EASEMENT OR REMOVE SIGN FROM
PLANS.
LANDSCAPE AND IRRIGATION PLAN
1. THREE-YEAR CONTINUOUS LANDSCAPE
MAINTENANCE CONTRACT WAS NOT INCLUDED
WITH SUBMITTAL AS STATED IN YOUR RESPONSE.
PLEASE SUBMIT COPY TO REVIEWER. YOU MAY
EMAIL PDF TO DOPPJ@CHESTERFIELD.GOV
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.
.
.
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REVIEW DEPARTMENT: IST / GIS
REVIEWER : AMY JOHANSON 768-7549
NAME OF PLAN : MEDEXPRESS
PLAN NUMBER : 17PR0126
LATEST PLAN DATE : 8/16/16
RECEIVED DATE : 8/29/16
REVIEW NUMBER : 1
REVIEW DATE : 9/9/16
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. BEARINGS SHOWN ARE NOT INDICATED TO BE NAD83 BEARINGS.
ADD THIS INDICATION TO THE NORTH ARROW.
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REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : MEDEXPRESS
CASE NUMBER : 17PR0126
LATEST PLAN DATE : 11/7/16
RECEIVED DATE : 11/16/16
SUBMITTAL NUMBER : 2
REVIEW DATE : 12/6/16
ADDRESS : 11603 MIDLOTHIAN TPKE
STATUS : APPROVED
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : MEDEXPRESS
CASE NUMBER : 17PR0126
LATEST PLAN DATE : 12/21/16
RECEIVED DATE : 2/14/17
SUBMITTAL NUMBER : 3
REVIEW DATE : 3/3/17
ADDRESS : 11603 MIDLOTHIAN TPKE
STATUS : APPROVED
==========================================================
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REVIEW DEPARTMENT: IST / HOUSE NUMBERING SECTION
REVIEWER : AMY JOHANSON 768-7549
NAME OF PLAN : MEDEXPRESS
PLAN NUMBER : 17PR0126
REVIEW NUMBER : 1
REVIEW DATE : 9/9/16
ADDRESS : 11603 MIDLOTHIAN TPKE
STATUS : HOUSE NUMBERING NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS
CONCERNING THE COMMENTS BELOW.
1) 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.
2) SPECIFY THE MATERIAL THAT THE ADDRESS SIGN IS TO BE
MADE OF. (MATERIAL TO BE MORE DURABLE THAN WOOD).
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: MED EXPRESS
SITE PLAN NUMBER: 17PR0126
ADDRESS: 11603 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE: 8/16/16
DEPT. REC'D. DATE: 8/29/16
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 9/1/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. ADD THE NOTE TO THE GENERAL NOTES SECTION OF THE PLAN
AND TO THE LANDSCAPING PLANS.
"NO LANDSCAPING OF ANY TYPE SHALL BE PLACED WITHIN A
THREE FOOT RADIUS OF ANY FIRE HYDRANT, FIRE PUMP TEST
HEADER, FIRE DEPARTMENT SPRINKLER SYSTEM CONNECTION,
FIRE DEPARTMENT STANDPIPE CONNECTION OR FIRE SUPPRESSION
CONTROL VALVE. LANDSCAPING IN THE AREA OF FIRE HYDRANTS,
FIRE PUMP TEST HEADERS, FIRE DEPARTMENT SPRINKLER
SYSTEM CONNECTIONS OR FIRE DEPARTMENT STANDPIPE
CONNECTIONS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH
ON THE REQUIRED THREE FOOT CLEAR RADIUS ON MATURITY OF
THE LANDSCAPING"
2. 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."
3. THE MINIMUM REQUIRED FIRE FLOW FOR PROTECTION PURPOSES
SHALL BE SHOWN ON THE SUBMITTED DRAWINGS. REFER TO THE
INTERNATIONAL FIRE CODE (2012), SECTION B105 AND THE
COUNTY CODE OF CHESTERFIELD FOR EXCEPTIONS ALLOWED FOR
SPRINKLER PROTECTED BUILDINGS
REFER TO THE INTERNATIONAL FIRE CODE (2012) -
SECTION B104, B104.1, B104.2 AND B104.3 FOR THE CALCULATIO
PROCESS AND ALLOWANCES. THE CORRECT FORMAT AND CALCULATION
SHEET CAN BE OBTAINED VIA THE INTERNET AT
CHESTERFIELD COUNTY- CHESTERFIELD FIRE AND EMS - DIVISION
OF FIRE AND LIFE SAFETY
HTTP://WWW.CHESTERFIELD.GOV/PUBLICSAFETY/FIRE/PLANS.ASP
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. 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.
6. PROVIDE THE CHESTERFIELD COUNTY STANDARD FIRE LANE
DETAIL ON THE PLAN.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: MED EXPRESS
SITE PLAN NUMBER: 17PR0126
ADDRESS: 11603 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE: 11/8/16
DEPT. REC'D. DATE: 11/17/16
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 11/17/16
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED 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: MED EXPRESS
SITE PLAN NUMBER: 17PR0126
ADDRESS: 11603 MIDLOTHIAN TURNPIKE
LATEST PLAN DATE: 12/21/16
DEPT. REC'D. DATE: 2/14/17
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 2/14/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED SITE PLAN IS APPROVED AS SUBMITTED.
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : MEDEXPRESS
ADDRESS : 11603 MIDLOTHIAN TURNPIKE
SITE PLAN NO. : 17PR0126
LATEST PLAN DATE : AUGUST 16, 2016
DEPT. REC'D DATE : AUGUST 26, 2016
SUBMITTAL NUMBER : 1
REVIEW DATE : SEPTEMBER 12, 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.
(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. THE CERTIFICATION SEAL OF THE PROFESSIONAL
ENGINEER, CERTIFIED LAND SURVEYOR, OR ARCHITECT
MUST BE SIGNED AND DATED. SEE SECTION
18 VAC 10-20-760, PARAGRAPH B.1 OF THE BOARD FOR
ARCHITECTS, PROFESSIONAL ENGINEERS, LAND SURVEYORS,
AND LANDSCAPE ARCHITECTS RULES AND REGULATIONS.
(CL-GENERAL 10)
05. 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)
06. ALL EXISTING AND PROPOSED STORM SEWERS, CULVERTS, DROP
INLETS AND APPURTENANCES MUST BE ASSIGNED A STRUCTURE
NUMBER AND LISTED IN TABULAR FORM ON THE PLAN SHEET ON
WHICH THEY ARE LOCATED. (CL-G&D 14)
07. INVERT ELEVATIONS MUST BE SHOWN FOR ALL DRAINAGE
STRUCTURES. (CL-G&D 15)
08. THE THROAT LENGTH FOR ALL CURB DROP INLETS MUST BE
SHOWN. (CL-G&D 16)
09. 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)
10. 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)
11. 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)
12. STEPS STD. ST-1 MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION OF ANY STRUCTURE OVER 4 FEET IN
HEIGHT. (CL-G&D 20)
13. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE
INTO A CONCRETE STRUCTURE. (CL-G&D 21)
14. DRAINAGE EASEMENTS MUST BE SHOWN ALONG ANY STORMWATER
CONVEYANCE SYSTEM WHICH RECEIVES RUNOFF FROM OFFSITE,
FROM A PUBLIC RIGHT OF WAY OR REQUIRES IMPROVEMENTS ON
A DOWNSTREAM PROPERTY OWNER. (CL-G&D 29)
15. A SEPARATE PLAN SHEET MUST BE ADDED WHICH ONLY SHOWS
ALL PROPOSED EASEMENTS AND RIGHT OF WAY TO BE
DEDICATED. METES AND BOUNDS MUST BE PROVIDED.
(CL-G&D 30)
16. ALL AREAS OF PROPOSED PAVEMENT MUST BE STIPPLED.
(CL-G&D 33)
17. APPROVAL OF THE SITE PLAN BY THE PRIVATE UTILITY
COMPANY IN RELATION TO ITS EASEMENT AND FACILITIES
THEREIN MUST BE PROVIDED PRIOR TO SITE PLAN APPROVAL.
18. THE EROSION CONTROL PLAN AND SEQUENCE/NARRATIVE MUST B
DIVIDED INTO A MINIMUM OF TWO PHASES.
PHASE I SHALL SHOW THE MINIMAL AMOUNT OF CLEARING TO
INCLUDE DIMENSIONS FOR CONSTRUCTION OF ALL PERIMETER-
CONTROL DEVICES, AND STRATEGICALLY PLACED SEDIMENT
TRAPS AND BASINS, ASSOCIATED DIVERSIONS AND DIVERSION
DIKES, AND SPOIL AND BORROW AREAS FOR THE INSTALLATION
OF EROSION CONTROL MEASURES.
PHASE II WILL INCLUDE ALL REMAINING CLEARING, GRADING,
AND INSTALLATION OF REMAINING EROSION CONTROL DEVICES,
INSTALLATION OF TEMPORARY AND PERMANENT IMPROVEMENTS,
AND TEMPORARY AND PERMANENT SEEDING AND STABILIZATION.
(CL-EC 1)
19. 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)
20. THE FOLLOWING NOTES MUST BE ADDED TO THE PLANS:
A. "ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF
THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND
VIRGINIA REGULATION 9 VAC 25-840-40." (CL-EC 18)
B. "THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING
RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL
DEVICES SHALL BE MADE IMMEDIATELY. (CL-EC 22)
C. "ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED." (CL-EC 23)
D. "THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF
ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO
PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE
ENVIRONMENTAL ENGINEERING DEPARTMENT". (CL-EC 24)
21. THE MOST RECENT VERSION OF EROSION CONTROL MINIMUM
STANDARD # 1, (SEE THE VIRGINIA EROSION AND SEDIMENT
CONTROL LAW AND REGULATIONS FOR FY 2013) MUST BE ADDED
TO THE PLANS AND ALL OTHER NOTES WHICH ARE IN CONFLICT
MUST BE ADJUSTED OR REMOVED. (CL-EC 25)
22. THE DETAIL SHOWN FOR CURB INLET PROTECTION MUST BE
CHANGED TO THE ONE SHOWN ON PLATE 3.07-8 OF STANDARD
AND SPECIFICATION # 3.07. (CL-EC 34)
23. THE DETAIL SHOWN FOR GRATE INLET PROTECTION MUST BE
CHANGED TO THE ONE SHOWN ON PLATE 3.07-3 OF STANDARD
AND SPECIFICATION # 3.07. (CL-EC 35)
24. NOTES A THRU E OF MINIMUM STANDARD 16 MUST BE PROVIDED
ON THE PLANS. (CL-EC 36)
25. A DETAIL MUST BE SHOWN WHICH PROVIDES FOR PLACEMENT OF
EXCAVATED TRENCH MATERIAL ON THE UPHILL SIDE OF THE
TRENCH WHILE SILT FENCE AND STOCKPILED MATERIALS ARE
PLACED ON THE DOWNSTREAM SIDE. (CL-EC 37)
26. THE OFF-SITE UTILITY LINE(S) MUST BE SHOWN ON THE
EROSION CONTROL PLAN SHEETS WITH SILT FENCE ON THE
DOWNSTREAM SIDE. (CL-EC 38)
27. ANY SOIL STOCKPILE AREA MUST BE LOCATED ON THE PLANS.
SILT FENCE MUST BE PROVIDED AROUND THE PERIMETER.
(CL-EC 39)
28. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
A. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT. (CL-EC 42A)
B. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER/BMP
DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE
OF A BUILDING PERMIT FOR THIS PROJECT. (CL-EC 42B)
C. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
SURETY FOR THE CONSTRUCTION OF THE PERMANENT BMP MUST
BE POSTED WITH ENVIRONMENTAL ENGINEERING. (COUNTY CODE
PART II, CHAPTER 8, SEC. 8-16)
D. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
E. AT THE TIME OF THE PRE-CONSTRUCTION MEETING, TWO
STANDARD SIGNS MUST BE INSTALLED ON EACH SIDE OF THE
CONSTRUCTION ACCESS. THESE SIGNS SHOULD STATE EITHER
"CONSTRUCTION ENTRANCE AHEAD" OR "TRUCKS ENTERING
HIGHWAY". (CL-EC 42E)
29. 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. ENERGY BALANCE AND OUTFALL ANALYSIS FOR EACH OUTFALL
FOR THE PROJECT
C. DELINEATION OF THE SOIL TYPES (INCLUDE HYDROLOGIC SOIL
GROUP) AND THE THREE LAND COVER CONDITIONS
(FORESTED/OPEN SPACE, MANAGED TURF, IMPERVIOUS)
D. BMP SIZE, LOCATION, AND GRADING PLAN (1"=20')
E. DETAILS AND SPECIFICATION FOR MANUFACTURED BMPS
F. INCREMENTAL DRAINAGE AREAS TO EACH BMP, AND THE LAND
COVER TYPES WITHIN EACH DRAINAGE AREA (CL-CBPA 4H)
G. DRAINAGE AREA MAP SHOWING:
1) DRAINAGE AREA(S) TO WHERE THE SITE OUTFALL(S) MEET
ENERGY BALANCE FOR THE CHANNEL PROTECTION ANALYSIS
AND WHERE THE SITE MEETS 10-YEAR POST TO 10-YEAR
PRE FOR FLOOD PROTECTION
2) WHERE THE SITE IS 1% OR LESS THAN THE ENTIRE
DRAINAGE AREA, OR;
3) WHERE THE UNATTENUATED FLOW IS 1% OR LESS THAN THE
FLOW AT THAT POINT, OR;
4) WHERE THE FLOW FROM THE SITE AND ITS DOWNSTREAM ARE
REACHES A NATURAL STORMWATER CONVEYANCE SYSTEM FOR
THE 2-YEAR STORM, AND WHERE THE FLOW FROM THE SITE
AND ITS DOWNSTREAM AREA REACHES A DOCUMENTED
FLOODPLAIN (COUNTY OR FEMA) FOR THE 10-YEAR STORM
H. PROVIDE CHANNEL AND FLOOD PROTECTION CALCULATIONS
I. PROPOSED EASEMENT LOCATIONS
30. THE ENTIRE BASIN MUST BE ENCLOSED WITHIN AN SWM/BMP
EASEMENT WHICH EXTENDS 8 FT. BEYOND THE 100-YEAR WSE.
OR DOWNSTREAM TOE OF DAM, WHICHEVER APPLIES.
(CL-CBPA 14)
31. 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)
32. METES AND BOUNDS MUST BE PROVIDED ON THE PLAN SHEET FO
SWM/BMP EASEMENTS AND ACCESS EASEMENTS. (CL-CBPA 16)
33. PROVISIONS MUST BE MADE IN THE EROSION CONTROL
NARRATIVE FOR THE SWM/BMP FACILITY TO BE OBSERVED
BY A PROFESSIONAL ENGINEER DURING CONSTRUCTION. "AS
BUILT" INFORMATION WILL BE REQUIRED FOR FUTURE
CERTIFICATION OF THE FACILITY. CERTIFICATION IS
REQUIRED PRIOR TO RELEASE OF THE SWM/BMP PERFORMANCE
BOND AND ANY CERTIFICATE OF OCCUPANCY. (CL-CBPA 42)
*** IF NUTRIENT CREDIT PURCHASE IS USED THE FOLLOWING
COMMENTS WOULD APPLY ***
34. 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.
35. 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.
36. THE CBPA COMPLIANCE NOTE MUST SPECIFY THE NUMBER OF
PHOSPHOROUS NONPOINT NUTRIENT OFFSETS ACQUIRED
AND THE NAME OF THE OFFSET GENERATING FACILITY.
*** END NUTRIENT CREDIT PURCHASE COMMENTS***
37. ON THE COVER SHEET, REVISE THE VIRGINIA STORMWATER
REGULATIONS NOTE TO INDICATE IT IS UNDER PART IIB OF
THE TECHNICAL CRITERIA.
38. SHEET C101:
A) SUGGEST USING VDOT STANDARDS FOR CONCRETE CURBS AND
GUTTER (CG-2 AND CG-6).
39. SHEET C201:
A) IT IS SUGGESTED TO BUY OFFSET NUTRIENT CREDITS TO
SATISFY WATER QUALITY REQUIREMENTS IN LIEU OF
PROVIDING ON-SITE COMPLIANCE THROUGH MANUFACTURED
DEVICES.
B) IT IS SUGGESTED THAT IF OFFSET CREDITS ARE NOT USED
TO ELIMINATE A STORMCEPTOR AND DESIGN THE SITE TO
COMPLY THROUGH THE USE OF A SINGLE STORMCEPTOR
DEVICE.
C) ROOF DRAIN CONNECTIONS TO THE STORM SEWER MUST OCCU
AT A JUNCTION OR CLEANOUT.
D) PROVIDE PUBLIC DRAINAGE EASEMENT THROUGH THE SITE
FOR THE STORMWATER PIPE CONVEYING WATER FROM THE
ENTRANCE.
E) PROVIDE PUBLIC DRAINAGE EASEMENT FOR SITE WATER
DISCHARGING THROUGH THE SHOPPING CENTER TO THE
SOUTH.
F) CONVERT THE CURB INLET TO THE NORTHWEST IN THE
LANDSCAPE AREA TO A DI-1 OR DI-7.
G) THE CURRENT DUMPSTER PAD WALL WILL LIKELY BE OVER A
DRAINAGE EASEMENT. THIS WILL REQUIRE A LICENSE
AGREEMENT PRIOR TO BUILDING PERMIT.
H) THE OUTFALL OF THE STORMCEPTORS SHALL BE PLACED
WITHIN THE SWM/BMP EASEMENT. SINCE THE OUTFALL IS
12" HDPE IT WILL REQUIRE AN EXCEPTION REQUEST BE
SENT TO AND APPROVED BY THE DIRECTOR OF
ENVIRONMENTAL ENGINEERING PRIOR TO PLAN APPROVAL.
40. SHEET C401:
A) PROVIDE SAFETY FENCE AROUND THE SITE.
B) USE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK
STANDARD PRACTICES (I.E. SILT FENCE, BLOCK AND
GRAVEL INLET PROTECTION, ETC.) IN LIEU OF
PROPRIETARY EROSION AND SEDIMENT CONTROL DEVICES.
C) PROVIDE TEMPORARY SEEDING FOR THE STOCKPILE.
D) PROVIDE INLET PROTECTION FOR THE STORMCEPTER INLETS
E) PROVIDE INLET PROTECTION FOR THE EXISTING INLET TO
THE NORTHWEST BY THE SHOPPING CENTER ENTRANCE.
F) PROVIDE BARRELS TO BARRICADE ENTRANCES OUTSIDE OF
THE CONSTRUCTION ENTRANCE.
G) PROVIDE FOR PAVEMENT DEMOLITION PRIOR TO
INSTALLATION OF THE CONSTRUCTION ENTRANCE.
41. SHEET C402:
A) UNDER CONSTRUCTION SEQUENCE NOTE 2, ENSURE THE
REFERENCED REGULATIONS ARE THE CURRENT REGULATIONS.
(9VAC 25-840-40).
42. CALCULATIONS:
A) IN THE VIRGINIA RUNOFF REDUCTION METHOD
SPREADSHEET, USE THE 2011 BMP SPECIFICATIONS.
B) CLARIFY IF IS-1 IS USED IN THE HGL CALCULATIONS.
C) PROVIDE SPREAD CALCULATIONS.
D) INCLUDE THE DRAINAGE AREA MAPS IN THE PLAN SET.
E) SIMPLIFY THE DRAINAGE AREA MAPS TO ONE OVERALL
DRAINAGE AREA PER INLET.
F) ENSURE THE DRAINAGE AREAS ENCOMPASS THE FULL
DRAINAGE AREA TO THE INLET, INCLUDING OFF-SITE
AREAS.
G) PROVIDE STRUCTURE NUMBERS ON THE PLANS AND IN THE
CALCULATIONS TO CORRELATE STRUCTURES BETWEEN THE
TWO.
43. 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.
44. 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.
45. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
46. ALL OFFSITE DRAINAGE EASEMENTS MUST BE RECORDED PRIOR
TO ISSUANCE OF A LAND DISTURBANCE PERMIT FOR THIS
PROJECT.
47. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
48. 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)
49. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
50. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, A
SURETY FOR THE CONSTRUCTION OF THE PERMANENT BMP MUST
BE POSTED WITH ENVIRONMENTAL ENGINEERING. (COUNTY CODE
PART II, CHAPTER 8, SEC. 8-16)
51. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
52. 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.
53. 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.
54. 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. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $290
C. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
D. 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 : MEDEXPRESS
ADDRESS : 11603 MIDLOTHIAN TURNPIKE
SITE PLAN NO. : 17PR0126
LATEST PLAN DATE : NOVEMBER 11, 2016
DEPT. REC'D DATE : NOVEMBER 15, 2016
SUBMITTAL NUMBER : 2
REVIEW DATE : DECEMBER 07, 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.
(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. APPROVAL OF THE SITE PLAN BY THE PRIVATE UTILITY
COMPANY IN RELATION TO ITS EASEMENT AND FACILITIES
THEREIN MUST BE PROVIDED PRIOR TO SITE PLAN APPROVAL.
04. 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.
05. SHEET C201:
A) THE PROPOSED DRAINAGE EASEMENTS SHOWN THAT ARE NOT
ALONG THE 30" RCP CARRYING OFFSITE WATER CAN BE
REMOVED.
B) SPECIFY PEDESTRIAN GRATES FOR THE DI-7 (TYPE III).
C) SUGGEST LOWERING THE TOP OF PROPOSED INLET 3 A FEW
INCHES TO ENSURE POSITIVE DRAINAGE FROM SURROUNDING
AREA.
06. SHEET C204:
A) PROVIDE VRRM SITE SUMMARY SHEET ON PLANS.
B) ALTHOUGH, IT DOES APPEAR THE SITE IS MEETING ENERGY
BALANCE. PROVIDE THE CALCULATIONS FOR ENERGY
BALANCE ON THE PLANS.
C) PROPOSED INLET #3 DOES NOT APPEAR TO BE IN THE
PROVIDED CALCULATIONS.
D) PROVIDE HGL TO NEXT OFFSITE STRUCTURE DOWNSTREAM OF
EX MH1. INCLUDE ANGLE LOSS THROUGH EX MH1.
E) IN THE STORMWATER COMPLIANCE MAP, PROVIDE HATCHING
FOR THE IMPERVIOUS AREAS AND INDICATE HYDROLOGIC
SOIL GROUP FOR THE SOIL(S) ON SITE.
07. SHEET C401A:
A) THE PHASE 1 ESC MEASURES SHOULD BE SHOWN FOR THE
SITE AS IT EXISTS AT THE SITE OF CONSTRUCTION.
PHASE II SHOULD BE SHOWN FOR THE PROPOSED SITE.
B) PROVIDE INLET PROTECTION FOR EX. MH4 AND EX. MH3.
08. SHEET C401B:
A) REMOVE THE INLETSOXX MANHOLE PROTECTION.
B) RENAME THE SEDIMENT FILTER PROTECTION CALLOUTS TO
INLET PROTECTION.
09. SHEET C402:
A) IN THE CONSTRUCTION NARRATIVE, INDICATE WHEN CURB
AND GUTTER INSTALLATION IS TO BEGIN.
B) PROVIDE NOTE FOR PHASE 1 CONSTRUCTION FOR THE
CONTRACTOR TO RECEIVE APPROVAL FROM ENVIRONMENTAL
INSPECTOR PRIOR TO PROCEEDING TO PHASE 2
CONSTRUCTION.
C) REMOVE REFERENCES TO THE STORMCEPTOR.
10. SHEET C501:
A) RELOCATE THE PROPOSED JUNIPER FROM WITHIN THE
PROPOSED EASEMENT TO OUTSIDE OF THE EASEMENT (NO
CLOSER THAN 8') BY PROPOSED INLET #3.
11. 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.
12. 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.
13. PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT, THE
NAME, "WALK-IN" ADDRESS, AND TELEPHONE NUMBER OF
A LOCAL REGISTERED AGENT REPRESENTING THE OWNER FOR
SERVICE OF PROCESS MUST BE PROVIDED ON THE "APPOINTMEN
OF AGENT FOR SERVICE OF PROCESS" FORM FOUND ON THE
CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEERING WEBPAGE.
(CL-GENERAL 12)
14. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
15. 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.
16. 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.
17. 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. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $290
C. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
D. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
==========================================================

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