Thanksgiving Holiday Closings... MORE

Hover here for Site Tools
Site Plan Review Comments
All Site Plan Review Comments for Case # 17PR0177
Modify comments view for Case # 17PR0177

Go to Case Selection Form or Go to Project List

 
CASE NO: 17PR0177 STATUS: PENDING APPROVAL
PROJECT NAME: NEW ENON ELEMENTARY - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: PUBLIC-SEMI-PUB
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 00 11/16/16 12/12/16 ******** ********
ENVIR.ENGR.-: 02 01/30/17 02/06/17 ******** 12/12/16 DLD 706-2031
FIRE DEPT.--: 02 01/30/17 02/06/17 COMPLETE 02/03/17 AWB 717-6167
MAPPING/GIS-: 02 01/30/17 02/06/17 COMPLETE 02/03/17 AMJ 768-7549
PLANNING----: 02 01/30/17 02/06/17 COMPLETE 02/06/17 L M 717-6836
TRANSPORT.--: 02 01/30/17 02/06/17 COMPLETE 02/02/17 SJA 751-4461
UTIL.PLAN.--: 02 01/30/17 02/06/17 ******** ********
UTILITIES---: 02 01/30/17 02/06/17 AMENDED* 02/17/17 LV 748-1863
UTIL.R.O.W.-: 02 01/30/17 02/06/17 ******** ********
VDOT--------: 02 01/30/17 02/06/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : LINNETTE VASQUEZ, P.E./748-1863
NAME OF PLAN : NEW ENON ELEMENTARY SCHOOL
ADDRESS : 824-645-6955 AND OTHERS
SUBMISSION DATE : 11/21/16
PLAN DATED : 11/11/16
REVIEW DATE : 12/12/16
SITE PLAN NO. : 17PRO0177
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
1. UTILITIES PROJECT 16-0331 NUMBER SHALL BE PLACED ON
THE LOWER RIGHT HAND CORNER OF EACH SHEET.
2. ADD ADJACENT EXISTING STREET NAMES TO VICINITY MAP
INCLUDING WALNUT DR. AND FLORENCE AVE.
3. ADD DETAIL, DES-2, ON DETAILS SHEETS. REVISE NOTE TO
INDICATE "AT OR BELOW 55 FOOT ELEVATION."
4. PROVIDE LOCATION OF A MINIMUM OF ONE BENCHMARK.
5. PROVIDE UTILITIES ENGINEERS CHECKLIST.
6. ADD A NOTE INDICATING THAT ALL FITTINGS ARE TO BE
RESTRAINED PER SPECIFICATIONS ON PROFILE SHEETS.
7. REVISE ALL RESTRAINT JOINT LABELS TO SPECIFY THE
LENGTH OF RESTRAINT (CLASS 52) ON PROFILE SHEETS.
8. PROVIDE CALCULATIONS AND LABEL RESTRAINT JOINT
CALCULATIONS INCLUDING RESTRAINT JOINT PIPE AT THE END OF
THE WATERLINE WITH PLUG.
9. CLEARLY LABEL EXISTING SEWER LINE WITH SIZE AND
UTILITIES PROJECT NUMBER.
10. LABEL THE LIMITS OF THE EXISTING EASEMENT LOCATED AT
SOUTH CORNER OF THE PARCEL ALONG RIVERMONT RD.
11. CLEARLY LABEL SIZE OF EXISTING METER ON EXISTING
CONDITIONS SHEET.
12. CLEARLY DARKEN ALL ROAD NAMES AND CLEARLY LABEL RIGHT
OF WAY LINES.
13. PROVIDE LOCATION OF MISS UTILITY NOTE ON PLANS.
14. CLEARLY NOTE SCALE ON UTILITY PLAN AND PROFILE SHEETS
FOR A HORIZONTAL SCALE TO BE NO GREATER THAN 1"=50 ' AND
VERTICAL SCALE EQUAL TO 1"=5'.
15. CLEARLY LABEL POINT OF CHANGE FROM PUBLIC TO PRIVATE
NEAR SEWER CONNECTION POINT ON BOTH PLAN AND PROFILE SHEET
REVISE LABEL FOR SANITARY SEWER PROFILE 1.
16. PROVIDE A COPY OF NOTIFICATIONS TO ALL ADJACENT
PROPERTY OWNERS PRIOR TO PERFORMING ANY DESIGN AND/OR
SURVEYING WORK. COORDINATE WITH APPLICABLE ADJACENT
PROPERTY OWNERS IN REGARDS TO ANY POSSIBLE IMPACTS
INCLUDING BUT NOT LIMITED TO PROPERTY ACCESS.
17. ON METER SIZING FORM PROVIDED ON SHEET C5.20 PLEASE
MORE CLEARLY SHOW THE IRRIGATION DEMAND. PLEASE NOTE THAT
IF THE IRRIGATION DEMAND IS INCLUDED FOR THIS METER, SEWER
CHARGES WILL APPLY. PLEASE CONFIRM IF THIS IS ACCEPTABLE O
IF A SEPARATE IRRIGATION METER WILL BE PROPOSED.
18. REVISE CONFIGURATION OF 3" METER PER DETAIL MET-8 WITH
A BYPASS. PROVIDE MET-8 DETAIL ON DETAIL SHEETS.
19. ADD 3" WATER METER TO MATERIALS LIST UNDER PROPOSED AS
PUBLIC ON COVER SHEET.
20. SHOW AND LABEL APPROXIMATE LOCATION OF BACKFLOW DEVICE
ON UTILITIES SHEET.
21. SHOW AND LABEL ALL PROPOSED WATERLINE IN FILL TO BE
RESTRAINED JOINT DUCTILE IRON PIPE (CLASS 52) ON PROFILE
SHEET.
22. PROVIDE APPROXIMATE LOCATION OF WATERLINE JUMPER.
23. SHOW AND LABEL VALVES TO BE USED FOR CUT-OFF DURING
TIE-IN. CALCULATE AND LABEL DISTANCE FROM EXISTING VALVES
TO PROPOSED CONNECTION ON UTILITIES PLAN SHEET.
24. REVISE FIRE FLOW CALCULATIONS TO FLOW BOTH HYDRANTS
SIMULTANEOUSLY THE REQUIRED FIRE FLOW. REVISE CALCULATIONS
AS EVALUATE IF GREATER THAN 6" WATERLINE MAY BE NECESSARY.
25. PROVIDE AND LABEL SEWER MANHOLE #1 AS A MONITORING
MANHOLE.
26. TIE IN WATERLINES ON BOTH SIDES OF MANHOLE #1 TOGETHER
BEFORE ENTERING MANHOLE #1. MOVE THE MH #1 SOUTH TO THE
27. PROVIDE A SEWER CLEAN OUT AT OR NEAR RIGHT OF WAY LINE
AT WALNUT DR.
28. MATCH CROWNS FOR MH #1 IF POSSIBLE OR AT A MINIMUM
KEEP UNDER 2 FEET OF VERTICAL DIFFERENCE. SHOW AND LABEL O
PROFILE SHEET.
29. REVISE PROFILE FOR SANITARY SEWER PROFILE 2 TO DELETE
23 LABEL IF NOT APPLICABLE.
30. SEWER CLEANOUTS INSTALLED IN PAVED AREAS (PRIVATE OR
PUBLIC) SHOULD BE PER DETAIL SEW-11. LABEL AND ADD DETAIL
TO PLANS.
31. PLEASE NOTE ON DEMOLITION SHEETS THAT ALL ABANDONMENTS
OF UTILITIES MUST BE ABANDONED BEFORE ANY OTHER LAND
DISTURBING ACTIVITIES MAY COMMENCE.
32. LABEL ALL EXISTING WATER AND SEWER TO BE DEMOLISHED OR
ABANDONED. ADD "TO BE ABANDONED PER VDH REQUIREMENTS" NOTE
TO ANY EXISTING WELLS ON EXISTING CONDITIONS SHEET.
33. CONTRACTOR SHALL COORDINATE WITH CONSTRUCTION
INSPECTOR ALL ABANDONMENTS OF ALL WATER AND SEWER EXISTING
UTILITIES. ALL ABANDONMENTS MUST COMPLY WITH SPECIFICATION
PART III SECTION 5 III 3.05 AND 3.06.
34. WHEN DEMOLISHING EXISTING WATER AND/OR SANITARY
APPURTENANCES, ADD A NOTE STATING THAT "ALL SALVAGEABLE
ITEMS ARE TO BE RETURNED TO THE CHESTERFIELD COUNTY
DEPARTMENT OF UTILITIES AS DIRECTED BY THE CONSTRUCTION
INSPECTOR".
35. PLEASE BE ADVISED THAT GENERALLY THAT ALL PUBLIC WATER
OR SEWER LINES AND APPURTENANCES MUST EITHER BE IN RECORDE
EASEMENTS OR IN DEDICATED RIGHTS-OF-WAY PRIOR TO ACCEPTANC
BY UTILITIES.
35. THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT PRIOR TO THE START OF CONSTRUCTION.
PRIOR TO THE PREPARATION OF THE UTILITIES CONTRACT,
UTILITIES MUST BE IN RECEIPT OF THE "ACCEPTED" BID PROPOSA
BETWEEN THE DEVELOPER AND THE COUNTY APPROVED UTILITIES
CONTRACTOR AS WELL AS THE PROJECT'S INFORMATIONAL SHEET
FOUND ON THE "DEVELOPER'S CHECKLIST". PLEASE SEND THOSE TW
ITEMS TO THE ATTENTION OF LINNETTE VASQUEZ
(VASQUEZL@CHESTERFIELD.GOV). THE BID PROPOSAL MUST BE BASE
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.
36. 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 # : LINNETTE VASQUEZ, P.E./748-1863
NAME OF PLAN : NEW ENON ELEMENTARY SCHOOL
ADDRESS : 824-645-6955 AND OTHERS
SUBMISSION DATE : 1/11/17
PLAN DATED : 1/6/17
REVIEW DATE : 1/19/17
SITE PLAN NO. : 17PRO0177
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW :
PLAT PROCESS :
1. FOR RESTRAINT JOINT SYSTEMS WITH VERTICAL BENDS
DUCTILE IRON PIPE WITH RESTRAINED JOINTS IS REQUIRED PER W
LABEL AND SHOW THE LIMITS OF THE ENTIRE RESTRAINT SYST
2. PROVIDE CALCULATIONS OF ALL RESTRAINT JOINT PIPE IN SEP
ATE ATTACHMENT.
3. UPDATE ALL MATERIAL QUANTITIES ON COVER SHEET.
4. CLEARLY LABEL ALL EXISTING SEWER AND WATER LINES WITH S
E AND UTILITIES PROJECT NUMBER ON EXISTING CONDITIONS SHEE
5. SUBMIT TO THE UTILITIES RIGHT OF WAY SECTION A PLAT TO
IT CLAIM ALL THE WATER AND SEWER EASEMENTS TO BE VACATED.
6. SHOW EXISTING SEWER LINE AT TIE IN MANHOLE MATCHING CRO
S WITH PROPOSED. LABEL EXISTING SEWER LINE ON PROFILE SHEE
WITH CTY PROJ. #.
DELETE NOTE TO CAP EXISTING WATERLINES ON UTILITY DEMOLITI
PLAN. REVISE NOTE 9 TO SPECIFICALLY NOTE REQUIREMENT 3.05
8. REVISE FIRE FLOW CALCULATIONS TO FLOW BOTH HYDRANTS AT
SIMULTANEOUSLY THE REQUIRED FIRE FLOW OF 1500 GPM BETWEEN
SUBMIT PDF SHEETS THROUGH EMAIL OF REVISED PLANS PRIOR TO
SUBMIT PDF SHEETS THROUGH EMAIL OF REVISED PLANS PRIOR TO
THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT PRIOR TO THE START OF CONSTRUCTION.
PRIOR TO THE PREPARATION OF THE UTILITIES CONTRACT,
UTILITIES MUST BE IN RECEIPT OF THE "ACCEPTED" BID PROPOSA
BETWEEN THE DEVELOPER AND THE COUNTY APPROVED UTILITIES
CONTRACTOR AS WELL AS THE PROJECT'S INFORMATIONAL SHEET
FOUND ON THE "DEVELOPER'S CHECKLIST". PLEASE SEND THOSE TW
ITEMS TO THE ATTENTION OF LINNETTE VASQUEZ
(VASQUEZL@CHESTERFIELD.GOV). THE BID PROPOSAL MUST BE BASE
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, 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).
.
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : LINNETTE VASQUEZ, P.E./748-1863
NAME OF PLAN : NEW ENON ELEMENTARY SCHOOL
ADDRESS : 824-645-6955 AND OTHERS
SUBMISSION DATE : 1/31/17
PLAN DATED : 1/30/17
REVIEW DATE : 2/2/17
SITE PLAN NO. : 17PR0177
COMMENTS : 3RD REVIEW-NOT APPROVED
TABLE REVIEW :
PLAT PROCESS :
1. IN REFERENCE TO PREVIOUS COMMENTS, REVISE RESTRAINT JOI
PIPE CALCULATIONS WITH TEST PRESSURE SET AT 150 AND TRENC
TYPE AS 4 FOR DUCTILE IRON PIPE AND 5 FOR PVC. LABEL ALL
STEMS WITH VERTICAL BENDS AS DUCTILE IRON PIPE PER DETAIL
T-8. PROVIDE CALCULATIONS OF ALL RESTRAINT JOINT PIPE IN S
ARATE ATTACHMENT.
2. IN REFERENCE TO PREVIOUS COMMENT, REVISE NOTE FOR SEWER
O BE ABANDONED TO NOTE THAT "ALL LATERALS AND
MANHOLES TO BE ABANDONED PER LATEST CHESTERFIELD COUNTY
SPECIFICATIONS AS APPROVED BY UTILITIES INSPECTOR.
3. AS PER PREVIOUS COMMENT, UPDATE ALL MATERIAL QUANTITIES
N COVER SHEET PER THESE CHANGES.
4. AS PER PREVIOUS COMMENT, LABEL EXISTING SEWER LINE ON P
WITH CTY PROJ. # ON SHEET C5.10.
5. IN REFERENCE TO PREVIOUS COMMENT, SHOW AND LABEL WITH N
E EXISTING WATER/IRRIGATION SERVICES FOR EXISTING LOT ON M
FAIR DR. ALSO PROVIDE LABEL NOTE FOR EXISTING WATER MAIN C
NECTION POINT FOR ABANDONED WATER TOWER.
6. AS PER PREVIOUS COMMENT, REVISE FIRE FLOW CALCULATIONS
FLOW BOTH HYDRANTS SIMULTANEOUSLY THE REQUIRED FIRE FLOW
1500 GPM BETWEEN THE TWO. SHEET U1.0 IS MISSING FROM
PLAN SET
7. SUBMIT PDF SHEETS THROUGH EMAIL OF REVISED PLANS PRIOR
O RESUBMITTAL AND/OR TABLE REVIEW.
8. THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT PRIOR TO THE START OF CONSTRUCTION.
PRIOR TO THE PREPARATION OF THE UTILITIES CONTRACT,
UTILITIES MUST BE IN RECEIPT OF THE "ACCEPTED" BID PROPOSA
BETWEEN THE DEVELOPER AND THE COUNTY APPROVED UTILITIES
CONTRACTOR AS WELL AS THE PROJECT'S INFORMATIONAL SHEET
FOUND ON THE "DEVELOPER'S CHECKLIST". PLEASE SEND THOSE TW
ITEMS TO THE ATTENTION OF LINNETTE VASQUEZ
(VASQUEZL@CHESTERFIELD.GOV). THE BID PROPOSAL MUST BE BASE
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.
9. 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 # : LINNETTE VASQUEZ, P.E./748-1863
NAME OF PLAN : NEW ENON ELEMENTARY SCHOOL
ADDRESS : 824-645-6955 AND OTHERS
SUBMISSION DATE : 2/15/17
PLAN DATED : 2/15/17
REVIEW DATE : 2/15/17
SITE PLAN NO. : 17PR0177
COMMENTS : APPROVED
TABLE REVIEW :
PLAT PROCESS :
.
1. THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT PRIOR TO THE START OF CONSTRUCTION.
PRIOR TO THE PREPARATION OF THE UTILITIES CONTRACT,
UTILITIES MUST BE IN RECEIPT OF THE "ACCEPTED" BID PROPOSA
BETWEEN THE DEVELOPER AND THE COUNTY APPROVED UTILITIES
CONTRACTOR AS WELL AS THE PROJECT'S INFORMATIONAL SHEET
FOUND ON THE "DEVELOPER'S CHECKLIST". PLEASE SEND THOSE TW
ITEMS TO THE ATTENTION OF LINNETTE VASQUEZ
(VASQUEZL@CHESTERFIELD.GOV). THE BID PROPOSAL MUST BE BASE
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.
.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: NEW ENON ELEMENTARY SCHOOL
SITE PLAN NUMBER: 17PR0177
LATEST PLAN DATE: 11/11/16
DEPT. REC'D. DATE: 11/18/16
SUBMITTAL NUMBER: ONE
REVIEW DATE: 12/12/16
RECOMMENDATION: NOT APPROVED
1. PRIOR TO FINAL SITE PLAN APPROVAL, DEDICATE 100' FROM
THE CENTERLINE ALONG THE PROJECT'S FRONTAGE TO ROUTE 10.
2. WILL FLASHING YELLOW LIGHTS & SCHOOL ZONE SIGNAGE BE
PROVIDED? THEY HAVE BEEN PROVIDED WITH OTHER SCHOOL PLANS.
3. WHAT IS THE PLAN FOR ALLOWING PEDESTRIAN TO ENTER SCHOO
PROPERTY FROM THE END OF MAYFAIR DRIVE CUL-DE-SAC. THERE I
AN EXISTING GATE AT THAT LOCATION TODAY.
4. LABEL ROAD CLASSIFICATIONS ON THE PLANS. WALNUT DR
MAYFAIR DR, AND RIVERMONT DR ARE CLASSIFIED AS URBAN LOCAL
ROADS. ROUTE 10 IS CLASSIFIED AS A MAJOR ARTERIAL.
5. CDOT RECOMMENDS SCHOOL TRANSPORTATION REVIEW NEED TO
PROVIDE FOR ADDITIONAL SIDEWALK OFF-SITE TO ADDRESS SCHOOL
POLICY AS IT PERTAINS TO BUSING IN PROXIMITY TO THE SCHOOL
SITE PLAN ADDRESSES ON-SITE SIDEWALK BUT DOES NOT ADDRESS
HOW STUDENTS ARE ACCOMMODATED BEYOND THE SCHOOL FRONTAGE.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: NEW ENON ELEMENTARY SCHOOL
SITE PLAN NUMBER: 17PR0177
LATEST PLAN DATE: 01/06/17
DEPT. REC'D. DATE: 01/12/17
SUBMITTAL NUMBER: TWO
REVIEW DATE: 01/20/17
RECOMMENDATION: SUBSTANTIAL APPROVAL
.
PRIOR TO FINAL SITE PLAN APPROVAL, DEDICATE 100' FROM
THE CENTERLINE ALONG THE PROJECT'S FRONTAGE TO ROUTE 10.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: NEW ENON ELEMENTARY SCHOOL
SITE PLAN NUMBER: 17PR0177
LATEST PLAN DATE: 01/30/17
DEPT. REC'D. DATE: 02/01/17
SUBMITTAL NUMBER: THREE
REVIEW DATE: 02/02/17
RECOMMENDATION: SUBSTANTIAL APPROVAL
.
1.PRIOR TO FINAL SITE PLAN APPROVAL, DEDICATE 100' FROM
THE CENTERLINE ALONG THE PROJECT'S FRONTAGE TO ROUTE 10.
.
2. ADVISORY COMMENT: SCHOOLS WILL BE RESPONSIBLE FOR
SIDEWALK MAINTENANCE AND REPAIR ALONG WALNUT DR AND
RIVERMONT RD SINCE IT IS LOCATED ON SCHOOL PROPERTY AND
OUTSIDE OF THE VDOT MAINTAINED RIGHT-OF-WAY.
==========================================================
==========================================================
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : LUIGI MIGNARDI / 717-6836
PLAN NAME : NEW ENON ELEMENTARY SCHOOL
PLAN NUMBER : 17PR0177
ORIGINAL PLAN DATE 11/11/16
REVIEW DATE : 12/12/16
LATEST SUBMISSION DATE : -
ACCEPTED DATE: 11/16/16
SUBMITTAL NUMBER : 1
STATUS : CORRECTIONS REQUIRED
TABLE REVIEW : Y
--------------------------------------------------------
01. PER SEC. 19.1-253.B, PARKING LOTS MUST BE DESIGNED
TO INCLUDE 30 S. F. OF INTERIOR PARKING LOT LANDSCAPING
FOR EACH PARKING SPACE. PROVIDE A CALCULATION FOR THE
TOTAL NUMBER OF PARKING SPACES TIMES 30 S.F. TO
DETERMINE TOTAL LANDSCAPE AREA WITHIN PARKING LOT.
(EXAMPLE: 100 PARKING SPACES X 30 S.F. = 3000 S.F.
LANDSCAPE AREA IN PARKING LOT)
THERE ARE 141 PARKING SPACES SHOWN ON THE PLAN BUT
SHEET C4.00 HAS REFERENCED 142 AND SHEET L2.00
HAS 140 REFERENCED. CORRECT NUMBERS AND CALCULATIONS
BASED ON ACTUAL NUMBER OF SPACES SHOWN
02. PER SEC. 19.1-318, VIEWS OF LOADING AREAS VISIBLE FROM
LIMITED ACCESS ROADS SHALL BE MINIMIZED THROUGH
SITE AND ARCHITECTURAL DESIGN, TOPOGRAPHY, LANDSCAPING,
SETBACKS OR OTHER FEATURES.
ADD ADDITIONAL LANDSCAPE TO SCREEN LOADING AREA FROM
WALNUT DRIVE
03. ON SHEET C6.00, GRADING & DRAINAGE PLAN AT THE
NORTHEAST PORTION OF THE SITE WHERE THE PROPOSED
DUROMAXX DETENTION STRUCTURE IS SHOWN THE GRADING LOOKS
LIKE IT WILL IMPACT ONE AND POSSIBLY THREE OF THE TREES TO
REMAIN, EITHER ADJUST THE GRADING TO AVOID THE TREES OR
REMOVE THE TREES AND PLANT TWO TREES FOR EACH ONE REMOVED
04. EACH REVIEW OF DETAILED LANDSCAPE PLANS AFTER
APPROVAL OF THE SITE PLAN INCURS A RESUBMITTAL FEE AND
IS TRACKED AS A SITE PLAN REVIEW UNTIL APPROVED.
APPROVAL MUST BE OBTAINED PRIOR TO TEMPORARY OCCUPANCY
OF THE BUILDING PER SEC. 19.1-246B.
05. PER SEC. 19.1-249, 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 SYST
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.
06. PER SEC. 19.1-317.C., SHOW THAT JUNCTION AND ACCESS
BOXES ARE EITHER SCREENED OR PAINTED TO MATCH THE BUILDING
EXCEPT AS ALLOWED IN I-2 AND I-3 DISTRICTS.
07. PER SEC. 19.1-317.D., 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 EXCEPT AS ALLOWED IN I-2 AND
I-3 DISTRICTS. SHOW ALL UNITS IN RELIEF BEHIND PARAPETS
AND/OR WALLS USED FOR SCREENING TO SHOW THAT UNITS ARE
FULLY SCREENED.
08. PROVIDE GROSS SQUARE FEET FOR EXISTING AND PROPOSED
BUILDINGS
09. PUT THE CHESTERFIELD COUNTY SITE PLAN NUMBER 17PR0177
IN THE LOWER RIGHT CORNER OF EACH SHEET.
10. ON THE ARCHITECTURAL AND LIGHTING PLANS COMPLETE THE
TITLE BLOCK AND CORRECT THE SPELLING OF 'ELEMENTARY'
11. THE LIGHTING PLAN SUBMITTED HAS A DIFFERENT SITE
BACKGROUND FROM THE REST OF THE SET, UPDATE IT TO MATCH TH
OTHERS.
12. ON SHEET SL-105 THERE ARE TWO DIFFERENT LIGHTING
FOUNDATIONS DETAILS SHOWN. SINCE NONE OF THE FIXTURES ARE
DIRECTLY INSTALLED IN ANY OF THE PAVING AREAS USE FOUNDATI
DETAIL #2 AND ADJUST THE POLES AS NEEDED
13. SOME OF THE PROPOSED LIGHTS ARE IN CONFLICT WITH THE
PROPOSED LANDSCAPE COORDINATE THE DRAWING TO AVOID
CONFLICTS
14. SHOW THE PROPOSED WALL PACKS ON THE ARCHITECTURAL
ELEVATIONS TO CONFIRM THERE ARE NO CONFLICTS
15. THE ARCHITECTURAL PLAN, SHEET A-205 SUBMITTED IN THE S
IS NOT TO SCALE ADJUST THE DRAWING SO IT'S TO A SCALE WITH
THE PAPER SIZE SET SUBMITTED.
----------------------------------------------------------
REVIEWER / PHONE # : LUIGI MIGNARDI / 717-6836
PLAN NAME : NEW ENON ELEMENTARY SCHOOL
PLAN NUMBER : 17PR0177
ORIGINAL PLAN DATE 11/11/16
REVIEW DATE : 01/20/17
LATEST SUBMISSION DATE : 01/06/17
ACCEPTED DATE: 01/09/17
SUBMITTAL NUMBER : 2
STATUS : CORRECTIONS REQUIRED
TABLE REVIEW : Y
01. PER SEC. 19.1-249, 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 SYST
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.
YOUR COMMENTS STATED THAT HOS BIBS ARE SHOWN ON C5.00 AS
WELL AS L1.00-L1.02, THEY ARE NOT CALLED OUT ON ANY OF THE
SHEETS AND/OR THE SYMBOLS ARE DESIGNATED IN THE LEGEND.
02. SINCE THE SCHOOL IS SO CLOSELY INTEGRATED IN A
RESIDENTIAL NEIGHBORHOOD AND NONE OF THE LIGHT FIXTURES
ARE DIRECTLY INSTALLED IN ANY OF THE PAVING AREAS USE
FOUNDATION DETAIL #2 SHOWN ON SHEET SL-105
03. THE RESPONSE COMMENTS STATED THE PROPOSED WALL PACKS
WERE ADDED TO THE ARCHITECTURAL ELEVATIONS. FROM THE PRINT
RECEIVED I CANNOT DISTINGUISH WHERE THEY ARE ON THE
ELEVATIONS, PLEASE CALL THEM OUT OR HIGHLIGHT THEM.
04. THE PROPOSED SIGN SHOWN ON THE SITE PLANS AND DETAILED
ON SHEET A-207 NEEDS TO BE APPROVED UNDER A SEPARATE PERMI
ON THE SITE PLANS NOTE THE SIGN AS 'PROPOSED LOCATION TO B
FILED UNDER A SEPARATE PERMIT' AND REMOVE SHEET A-207 FROM
THE SET. ALSO SINCE THIS SIGN WILL BE BUILT CLOSE TO
RESIDENTS AND YOU ARE CALLING OUT AN ELECTRONIC DISPLAY TH
SIGN WILL NEED TO BE APPROVED THROUGH A CONDITIONAL USE
WHICH CAN TAKE SEVERAL MONTHS TO COMPLETE, IT WOULD BE
ADVISABLE FOR YOUR CLIENT TO BEGIN THE PROCESS NOW.
.
REVIEW DEPARTMENT : PLANNING
REVIEWER / PHONE # : LUIGI MIGNARDI / 717-6836
PLAN NAME : NEW ENON ELEMENTARY SCHOOL
PLAN NUMBER : 17PR0177
ORIGINAL PLAN DATE 11/11/16
REVIEW DATE : 02/06/17
LATEST SUBMISSION DATE : 01/30/17
ACCEPTED DATE: 01/30/17
SUBMITTAL NUMBER : 3
STATUS : CORRECTIONS REQUIRED
TABLE REVIEW : Y
.
01. AGAIN SINCE THE SCHOOL IS SO CLOSELY INTEGRATED IN A
RESIDENTIAL NEIGHBORHOOD AND NONE OF THE LIGHT FIXTURES
ARE DIRECTLY INSTALLED IN ANY OF THE PAVING AREAS USE
FOUNDATION DETAIL #2 SHOWN ON SHEET SL-105. IF YOU FEEL TH
POLES ARE TOO CLOSE TO THE EDGE OF THE DRIVE AISLES ADJUST
THEM AWAY FROM THOSE AISLES SO THEY WILL NOT BE EASILY
IMPACTED
.
02. THE PROPOSED SIGN SHOWN ON THE SITE PLANS AND DETAILED
ON SHEET A-208 NEEDS TO BE APPROVED UNDER A SEPARATE PERMI
ON THE SITE PLANS NOTE THE SIGN AS 'PROPOSED LOCATION ONLY
SIGN TO BE APPROVED UNDER A SEPARATE PERMIT' AND REMOVE
SHEET A-208 OR ADD A NOTE STATING 'FOR INFORMATION PURPOSE
ONLY - SIGN TO BE APPROVED UNDER A SEPARATE PERMIT'
.
03. ADD THE COUNTY SITE PLAN #17PT0177 TO THE LIGHTING
SHEETS INCLUDED IN THE SET
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : NEW ENON ELEMENTARY SCHOOL
CASE NUMBER : 17PR0177
LATEST PLAN DATE : 11/11/16
RECEIVED DATE : 11/22/16
SUBMITTAL NUMBER : 1
REVIEW DATE : 12/9/16
ADDRESS :
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. MORE THAN ONE DIRECTION OF TRAVERSE IS SHOWN.
PLEASE REVISE THE SURVEY TO SHOW ONLY ONE PATH OF
TRAVERSE.
2. 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.
3. 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.
4. PLEASE PROVIDE A DETAIL OF THE ADDRESS SIGN AND
SPECIFY THE MATERIAL IT IS TO BE MADE OF. THE
MATERIAL USED MUST BE MORE DURABLE THAN WOOD.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : NEW ENON ELEMENTARY SCHOOL
CASE NUMBER : 17PR0177
LATEST PLAN DATE : 1/6/17
RECEIVED DATE : 1/12/17
SUBMITTAL NUMBER : 2
REVIEW DATE : 1/17/17
ADDRESS : 2001 EAST HUNDRED RD
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. THE PARCEL BOUNDARY SURVEY IS INCOMPLETE. PLEASE
PROVIDE THE MISSING DISTANCE BETWEEN N49-38-28E 675.80'
AND S40-35-13E 142.66'.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : NEW ENON ELEMENTARY SCHOOL
CASE NUMBER : 17PR0177
LATEST PLAN DATE : 1/30/17
RECEIVED DATE : 2/2/17
SUBMITTAL NUMBER : 3
REVIEW DATE : 2/3/17
ADDRESS : 2001 EAST HUNDRED RD
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. THE PARCEL BOUNDARY SURVEY IS INCOMPLETE. PLEASE
PROVIDE THE MISSING DISTANCE BETWEEN S40-35-13E 243.99'
AND S48-07-57E 145.92'.
2. WHEN WILL THE COUNTY BE PURCHASING THE LAND FROM JAMIE
B. WINNER, ET ALS. (TAX-ID 8256450314) AND SPLITTING OFF
THE PIECE FROM TRUSTEES OF EAST HANOVER PRESBYTERY, INC
(TAX-ID 8256452046)? WILL THEY BE COMBINING ALL OF THE
PIECES INTO ONE PARCEL?
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: 17PR0177
SITE PLAN NUMBER: NEW ENON ELEMENTARY SCHOOL
ADDRESS: 2001 EAST HUNDRED ROAD
LATEST PLAN DATE: 11/11/16
DEPT. REC'D. DATE: 11/22/16
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 11/29/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. CALL OUT THE HYDRANT LOCATED AT 1912 WALNUT DRIVE.
2. RELOCATE THE FIRE HYDRANT THAT IS BESIDE THE DEDICATED
FIRE HYDRANT TO THE AREA BETWEEN THE PARKING LOT ON THE
WESTERN SIDE OF THE SCHOOL AND THE DRIVE AISLE ON THE
SOUTH/WESTERN SIDE OF THE SCHOOL.
3. REMOVE DETAIL FIR-3A ON PAGE C5.21
4. 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
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: 17PR0177
SITE PLAN NUMBER: NEW ENON ELEMENTARY SCHOOL
ADDRESS: 2001 EAST HUNDRED ROAD
LATEST PLAN DATE: 1/6/17
DEPT. REC'D. DATE: 1/17/17
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 1/18/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED PLAN IS APPROVED AS SUBMITTED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: 17PR0177
SITE PLAN NUMBER: NEW ENON ELEMENTARY SCHOOL
ADDRESS: 2001 EAST HUNDRED ROAD
LATEST PLAN DATE: 1/30/17
DEPT. REC'D. DATE: 2/2/17
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 2/3/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED PLAN IS APPROVED AS SUBMITTED.
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : NEW ENON ELEMENTARY SCHOOL
ADDRESS : 2001 E. HUNDRED ROAD
SITE PLAN NO. : 17PR0177
LATEST PLAN DATE : NOVEMBER 11, 2016
DEPT. REC'D DATE : NOVEMBER 17, 2016
SUBMITTAL NUMBER : 1
REVIEW DATE : DECEMBER 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. 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. PROVIDE THE FOLLOWING INFORMATION ON THE COVER SHEET:
A. TOTAL ON-SITE IMPERVIOUS COVER IN SQUARE FEET
(EXCLUDING VDOT RIGHTS-OF-WAY AND GRAVELED AREAS)
BROKEN UP BY PHASES AND PARCELS.
04. A BENCHMARK MUST BE SHOWN WITH REFERENCE TO
MEAN SEA LEVEL. (CL-GENERAL 11)
05. THE LIMITS OF THE 100-YEAR FLOOD PLAIN MUST BE SHOWN.
(CL-G&D 8)
06. CALCULATIONS MUST BE SUBMITTED TO SUPPORT THE DESIGN O
ALL OPEN DITCHES ON VDOT STANDARD CALCULATION SHEETS.
(CL-G&D 11)
07. 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)
08. 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)
09. ANY SOIL STOCKPILE AREA MUST BE LOCATED ON THE PLANS.
SILT FENCE MUST BE PROVIDED AROUND THE PERIMETER.
(CL-EC 39)
10. BLANKET AND MATTING MUST BE SPECIFIED ON ALL EXPOSED
SLOPES 3:1 OR GREATER THAT ARE 5 FEET OR GREATER IN
HEIGHT.
11. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
1. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE
OCCUPANCY PERMIT
2. BMP CERTIFICATION DOCUMENTATION MUST INCLUDE THE
FOLLOWING:
A. AS-BUILT SURVEY OF THE FACILITY.
B. CERTIFICATION FORM PROVIDING AS-BUILT
ELEVATIONS/DIMENSIONS OF BMP ELEMENTS (INCLUDING,
BUT NOT LIMITED TO: UNDERDRAINS, GRAVEL LAYER,
MEDIA LAYER, MULCH, OUTFALL STRUCTURE, GRAVEL
DIAPHRAGM, UNDERGROUND DETENTION STRUCTURES, ETC.)
C. CERTIFICATION FORM PROVIDING AS-BUILT VOLUMES FOR
STORMWATER QUALITY AND QUANTITY (1-, 2-, 10-, AND
100-YEAR, AS APPLICABLE)
D. PHOTOGRAPHIC DOCUMENTATION SHALL BE PROVIDED WHICH
COVERS THE CONSTRUCTION/INSTALLATION PROCESS
E. THE CERTIFICATION DOCUMENTATION MUST BE STAMPED
AND SIGNED BY A PROFESSIONAL ENGINEER, CERTIFIED
LAND SURVEYOR, OR ARCHITECT.
12. VEHICULAR SAFETY MEASURES ARE REQUIRED ALONG PARKING
SPACES AND DRIVE AISLES ADJACENT TO RETENTION AND
DETENTION FACILITIES. (CL-CBPA 10)
13. ALL SWM/BMP FACILITIES WHICH ARE 4 FEET OR LESS IN
DEPTH AND ONE ACRE FEET OR LESS IS SURFACE AREA MUST
PROVIDE A SAFETY BENCH OR BE ENCLOSED WITHIN A 6 FOOT
HIGH PERIMETER FENCE. A VEGETATIVE BARRIER MAY BE
SUBSTITUTED FOR THE FENCE, HOWEVER A PERFORMANCE BOND
MUST BE PROVIDED FOR THE COST AND INSTALLATION OF THE
PLANT MATERIALS. A GATE MUST ALSO BE PROVIDED WHICH
ALIGNS WITH THE 20 FOOT ACCESS EASEMENT. (CL-CBPA 18)
14. THE REQUIRED STORAGE VOLUMES FOR WATER QUALITY AND
WATER QUANTITY MUST BE SHOWN ON THE PROFILE VIEW OF
THE BASIN. (CL-CBPA 22)
15. THE 2, 10, AND 100 YEAR WATER SURFACE ELEVATIONS MUST
BE SHOWN FOR ALL SWM/BMP FACILITIES ON THE PLAN AND
PROFILE VIEWS. (CL-CBPA 24)
16. PERFORATIONS IN THE RISER MUST BE PRECAST, NOT FIELD
MADE. PLEASE ADD A NOTE TO THE RISER DETAIL.
(CL-CBPA 26)
17. A TRASH RACK MUST BE PROVIDED FOR THE RISER ASSEMBLY.
A DETAIL IS REQUIRED. (CL-CBPA 30)
18. A DETAIL MUST BE PROVIDED ON THE PLAN SHOWING THE
METHOD OF SECURING THE METAL TRASH RACK / ANTI VORTEX
DEVICE TO THE CONCRETE RISER PIPE. (CL-CBPA 31)
19. 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.
XX. 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.
20. THE CBPA COMPLIANCE NOTE MUST SPECIFY THE NUMBER OF
PHOSPHOROUS NONPOINT NUTRIENT OFFSETS ACQUIRED
AND THE NAME OF THE OFFSET GENERATING FACILITY.
21. SHEET C3.00:
A) REMOVE SILT FENCE FROM FLOW PATH OF THE SEDIMENT
TRAP OUTFALLS.
B) CLARIFY IF THE MAXIMUM DRAINAGE ACREAGE FOR THE
SEDIMENT TRAPS IS DURING PHASE 2 OR JUST SHOWN AS
THE MAX ALLOWED BY SPECIFICATION. IF IT REACHES TH
MAX IN PHASE 2, SHOW THE DRAINAGE AREA ON THE PHASE
2 PLANS.
C) CLARIFY WHERE THE DRAINAGE FOR THE EXISTING BUILDIN
WILL DISCHARGE AFTER IT IS DEMOLISHED AND HOW IT
WILL BE HANDLED BY THE PHASE 1 ESC PRACTICES.
D) IT IS PREFERRED TO HAVE ONE CONSTRUCTION ENTRANCE.
E) SHOW MINIMIZED LIMITS OF DISTURBANCE REQUIRED TO
INSTALL THE PHASE 1 PRACTICES ONLY.
F) PROVIDE TEMPORARY SEEDING FOR THE DIVERSION DIKES.
G) PROVIDE DRAINAGE AREA TO THE EXISTING CULVERT TO TH
SOUTH.
H) IN NOTE 4, INCLUDE THE OUTFALL PIPES AND STRUCTURES
TO THE TIE-IN WITH THE EXISTING SYSTEM.
I) IN NOTE 6, UPDATE REFERENCE TO THE MOST RECENT ESC
REGULATIONS.
J) IN THE CONSTRUCTION NARRATIVE, INCLUDE THE
INSTALLATION OF INLET PROTECTION, CULVERT INLET
PROTECTION, AND SILT FENCE (INCLUDING OUTLETS).
22. ON SHEET C3.01 INCLUDE OUTLET PROTECTION FOR CULVERTS.
23. SHEET C3.10:
A) SHOW THE PHASE 1 PRACTICES IN THE BACKGROUND.
B) PROVIDE INLET PROTECTION FOR STRUCTURE 23.
C) PROVIDE CHECK DAMS FOR PROPOSED DITCHES.
D) AMEND NOTE 11 TO BE "…PRIOR TO ISSUANCE OF THE
CERTIFICATE OF OCCUPANCY".
E) CLARIFY WHEN THE BMPS ARE TO BE INSTALLED.
24. ON SHEET C3.20, ENSURE ESC REFERENCES ARE FOR MOST
RECENT REGULATIONS AND REFLECT MS-1 UPDATE TO WITHIN 1
DAYS INSTEAD OF 30.
25. ON SHEET C3.30, INCLUDE SOIL TYPE 172D IN THE TABLE.
26. ON SHEET C4.00, ENSURE RIGHT-OF-WAY IS AT LEAST 1' AWA
FROM THE BACK OF SIDEWALK OR CURB.
27. SHEET C6.00:
A) THE 2" SUMP PUMP MUST DISCHARGE TO SANITARY.
B) PROVIDE STRUCTURES AND NUMBERING FOR THE RECEIVING
STRUCTURES AT THE OUTFALL OF THE UNDERGROUND
STORAGE.
C) PROVIDE DETAILS FOR THE UNDERGROUND STORAGE.
D) PROVIDE DETAIL FOR THE "CONTROL STRUCTURED" LABELED
ON THE PLANS.
E) LABEL THE BIORETENTION.
F) SHOW THE DI-1 AT 4-6" LOWER THAN SURROUNDING
TOPOGRAPHY TO HELP ENSURE POSITIVE DRAINAGE TO THE
STRUCTURE.
G) IT APPEARS THE DUROMAXX PRODUCT IS A HDPE WITH STEE
LINING. MATERIALS OTHER THAN RCP WILL REQUIRE AN
EXCEPTION FROM THE DIRECTOR OF ENVIRONMENTAL
ENGINEERING PRIOR TO APPROVAL OF THE PLANS.
H) PROVIDE CURB CUTS ON THE UPSTREAM END OF THE
BIORETENTION BMP.
I) LABEL STRUCTURES 13 AND 5B.
J) LABEL EXISTING STRUCTURES TO REMAIN AND INCLUDE IN
STRUCTURE TABLE.
28. SHEET C6.01:
A) RELABEL SHEET TO INCLUDE ESC PH. II.
B) PROVIDE OUTLET PROTECTION.
C) PROVIDE A CONVEYANCE CHANNEL FROM S28 TO THE
EXISTING STRUCTURE UNDER WALNUT DRIVE.
D) ANY DITCH UNDER 0.75% SLOPE IS REQUIRED TO BE PAVED
E) PROVIDE A CONCRETE APRON OR RIP-RAP FOR THE UPSTREA
END OF THE RECEIVING CULVERT THAT DISCHARGES THE
ROADWAY WATER TO JOHNSON CREEK TO HELP PREVENT
EROSION.
F) LABEL PROPOSED CONTOURS.
29. SHEET C6.10:
A) PROVIDE CURB TIE-IN ELEVATIONS.
B) PROVIDE ELEVATIONS AT CURB CUTS.
C) IT APPEARS THAT STRUCTURE 11 IS UPSTREAM OF THE LOW
POINT.
D) PROVIDE SPOT SHOTS OF THE DITCH FLOW LINES.
E) PROVIDE SPOT SHOTS FOR THE EASTERN PORTION OF THE
SITE (NOT SHOWN ON SHEET).
30. SHEETS C6.20 AND C6.21:
A) PIPE FROM S8 TO S9 DOES NOT APPEAR TO MEET MINIMUM
COVER REQUIREMENTS.
B) SHOW GRADING TIE-IN TO TOP OF S1.
C) CHANGE REFERENCES FOR DETENTION POND TO UNDERGROUND
STORAGE.
D) PROVIDE PROFILE FOR PROPOSED STRUCTURES IN VDOT ROW
E) SHOW OUTLET PROTECTION WHERE REQUIRED AT 0% GRADE.
F) PROVIDE PROFILES AND CROSS-SECTIONS OF UNDERGROUND
STORAGE AREAS.
31. SHEET C6.23:
A) SHOW AND LABEL DRAINAGE AREAS TO PROPOSED DITCHES.
B) THE DRAINAGE DIVIDES BY THE MULCHED PLAY AREAS TO
THE SOUTH DO NOT APPEAR TO BE CROSSING THE CONTOURS
PERPENDICULARLY.
C) THE C-VALUE FOR THE DRAINAGE AREAS TO S1 AND S2
SHOULD BE 0.50 SINCE IT IS R-7 ZONING.
D) LABEL EXISTING CONTOURS.
E) PROVIDE A MATCH LINE FOR THE DRAINAGE AREA FOR S2
AND SHOW THE FULL DRAINAGE AREA.
F) PROVIDE DRAINAGE AREA LABEL FOR S27.
G) INCLUDE DRAINAGE ARESS TO EXISTING STRUCTURES TO
REMAIN.
32. SHEET C6.24:
A) PROVIDE MORE INFORMATION FOR THE RT.10 CULVERT
DRAINAGE AREA FOR THE WEST SIDE OF THE DRAINAGE
AREA.
B) PROVIDE A TOTAL DRAINAGE AREA FOR THE RT. 10
CULVERT.
33. SHEET C6.30:
A) PROVIDE PLANTINGS PLAN.
B) INDICATE SIZE OF UNDERDRAINS
C) INDICATE SURFACE COVER.
D) SHOW AND LABEL SHORTEST FLOW PATH AND OVERALL
LENGTH.
E) PROVIDE BORING LOCATIONS IF ANY.
F) PROVIDE CLEANOUTS AT BENDS.
34. SHEET C6.41:
A) PROVIDE DETAIL FOR GRAVEL FLOW SPREADER
B) PROVIDE 2-4" SAND LAYER IN THE BIORETENTION SECTION
ABOVE THE #8 STONE.
C) INDICATE THE BMP LEVEL.
D) RELABEL SHEET TO INCLUDE BIORETENTION DETAILS.
E) INDICATE IN THE CONSTRUCTION NARRATIVE, FOR THE
UPSTREAM AREA TO BE STABILIZED PRIOR TO CONSTRUCTIO
OF THE BIORETENTION AND THE PRETREATMENT AREAS ARE
TO BE INSTALLED FIRST.
F) PROVIDE INFORMATION SHOWING THE BOTTOM OF PRACTICE
IS AT LEAST 2' HIGHER THAN THE SEASONAL HIGH WATER
TABLE OR BEDROCK.
G) LABEL SLOPES OF UNDERDRAINS.
H) LABEL THE ELEVATIONS OF THE TYPICAL SECTION.
I) PROVIDE SHORTEST FLOW PATH CALCULATION.
35. SHEET C7.01:
A) IT DOES NOT APPEAR THAT POA 3 MEETS ENERGY BALANCE.
THE ALLOWABLE RELEASE RATE IS 4.89 BASED ON
INFORMATION SUPPLIED ON THE PLANS; HOWEVER, 5.06 IS
THE DESIGNED RELEASE RATE.
B) PROVIDE LATITUDE AND LONGITUDES OF OUTFALLS INSTEAD
OF NORTHINGS AND EASTINGS.
C) INCLUDE 100-YEAR FLOW INFORMATION IN THE OUTFALL
TABLES.
D) INCLUDE ANALYSIS FOR WORK WITHIN RIGHT-OF-WAY FOR
ROUTE 10.
36. SHEET C7.10:
A) THE BMP AREA CAN BE CONSIDERED AS OPEN SPACE.
B) PROVIDE DIFFERING HATCHINGS FOR THE VARIOUS LAND
COVERS AND HYROLOGIC SOIL GROUP COMBINATIONS.
C) USE LONGITUDE AND LATITUDES IN THE BMP TABLE INSTEA
OF NORTHING AND EASTING.
D) USE TOTAL MASS LOAD REMOVAL OF 55% AS THE REMOVAL
EFFICIENCY FOR THE BIORETENTION.
E) THE EQUIVALENT NITROGEN LOAD APPEARS TO BE LARGER
THAN WHAT IS REQUIRED.
37. LANDSCAPING PLANS:
A) INCLUDE THE COMMON NAME FOR PLANTINGS.
B) PROVIDE MORE INFORMATION ON BIORETENTION PLANTINGS
AND LANDSCAPING.
38. CALCULATIONS:
A) USE THE 2011 BMP SPECIFICATIONS FOR THE VRRM
SPREADSHEET.
B) THERE ARE MULTIPLE PREDEVELOPED POA 2- OFFSITE SCS
WORKSHEETS WITH DIFFERING INFORMATION. CLARIFY.
C) LABEL PONDS IN THE ROUTINGS TO BE CONSISTENT WITH
PLAN NUMBERING.
D) PROVIDE HYDROLOGY CALCULATIONS FOR CULVERTS.
39. 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.
40. 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)
41. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
42. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE
OCCUPANCY PERMIT
43. THE RISER AND BARREL PIPE ASSOCIATED WITH THE SEDIMENT
BASIN MUST BE ON-SITE PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT.
44. 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.
45. 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.
46. 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 $4,500
E. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
==========================================================

Modify comments view for case # 17PR0177



Go to Case Selection Form or Go to Project List