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CASE NO: 17PR0167 STATUS: APPROVED - ADMIN
PROJECT NAME: GROCERY @ HULL ST RD - LAST INTERNET UPDATE: 11/20/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 04 08/09/17 08/30/17 ******** ********
ENVIR.ENGR.-: 04 08/09/17 08/30/17 ******** 12/01/16 DLD 706-2031
FIRE DEPT.--: 04 08/09/17 08/30/17 COMPLETE 08/17/17 AWB 717-6167
MAPPING/GIS-: 04 08/09/17 08/30/17 COMPLETE 08/29/17 AMJ 768-7549
PLANNING----: 04 08/09/17 08/30/17 ******** 06/07/17 CH 717-6042
TRANSPORT.--: 04 08/09/17 08/30/17 COMPLETE 08/23/17 SJA 751-4461
UTIL.PLAN.--: 04 08/09/17 08/30/17 ******** ********
UTILITIES---: 04 08/09/17 08/30/17 ******** 04/27/17
UTIL.R.O.W.-: 04 08/09/17 08/30/17 ******** ********
VDOT--------: 04 08/09/17 08/30/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E. / 804-748-1338
NAME OF PLAN : GROCERY STORE HULL ST. & WARBORO
ADDRESS : 3801 WARBRO RD
SUBMISSION DATE : 11/7/16
PLAN DATED : 11/1/16
REVIEW DATE : 11/30/16
SITE PLAN NO. : 17PR0167
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
1. UTILITIES PROJECT NUMBER 16-0318 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. 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.
4. UPDATE THE MATERIALS LIST BASED ON COMMENTS BELOW.
INCLUDE AN ITEM FOR MANHOLE INSERTS AND ANY TEES FOR
HYDRANTS SHOULD BE DESIGNATED AS A "HYDRANT TEE".
5. 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.
6. PROVIDE A METER SIZING FORM WITH FIXTURE VALUES
COMPLETED. THE FIXTURE VALUE OF 70 SUPPORTS A 1" METER,
NOT A 1-1/2" METER
7. REVISE THE WATER ALIGNMENT SO THAT THE WATER CONNECTIO
IS MADE FROM THE 12-INCH PVC WATER LINE ON WARBRO RD. THI
WATER LINE CONTAINS VALVING TO ALLOW A CUT-IN TEE
CONNECTION, WHICH IS PREFERRED OVER A TAPPING SLEEVE AND
VALVE, PLUS IT IS MUCH NEWER THAN THE CONCRETE LINE ON HUL
STREET AND WILL NOT REQUIRE NIGHT WORK TO MAKE THE TAP.
PLEASE REFER TO AS-BUILT DRAWING 98-0070. A TEE AND
STUBOUT SHOULD BE PROVIDED TO ALLOW WATER SERVICE TO THE
FUTURE PARCEL TO THE NORTH WITHOUT THE NEED TO CUT WARBRO
RD AGAIN WITH AN EASEMENT EXTENDED TO THE NEW PROPERTY
LINE.
8. PLEASE NOTE THAT 10" WATER MAIN IS NOT ALLOWED PER
COUNTY SPECIFICATION. WATER MAIN MAY BE 8" OR 12" AS
SUPPORTED BY HYDRAULIC CALCULATIONS. 12" WATER MAIN MUST
BE DUCTILE IRON.
9. THE WATER LINE PROFILES CURRENTLY SHOW WATER LINE BEIN
CONSTRUCTED IN FILL. COUNTY SPECIFICATIONS REQUIRE WATER
LINES IN FILL TO BE CL 52 DUCTILE IRON WITH RESTRAINED
JOINTS.
10. A DETECTOR IS NOT REQUIRED FOR THIS DOUBLE CHECK
ASSEMBLY.
11. A REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTER IS
REQUIRED FOR THIS PROJECT. IT MAY EITHER BE LOCATED IN A
"HOT BOX" OUTSIDE THE EASEMENT OR INSIDE THE BUILDING. IF
INSIDE, THE PLANS MUST INCLUDE A NOTE.
12. THE DEDICATED FIRE HYDRANT SHOULD BE LOCATED
DOWNSTREAM OF THE METER SO THAT WATER CAN BE FLUSHED PAST
THE SERVICE.
13. THE WATER METER SHOULD BE LOCATED SO THAT THE SERVICE
LINE IS PERPENDICULAR FROM THE MAIN (NO BENDS).
14. THE EASEMENT SHOULD BE LABELED AS "WATER AND SEWER"
NOT "UTILITY".
15. THE WATER EASEMENT SHOULD GO TO THE FRONT OF THE
DOUBLE CHECK VAULT.
16. DIRECT THE CONDENSATE DRAIN TO THE SANITARY SEWER.
17. CLEARLY LABEL EACH WATER AND SEWER LINE ON THE PLAN
AND PROFILE VIEWS AS EITHER "PUBLIC" OR "PRIVATE".
18. LABEL MH 3 AND 4 ON SHEET C6.0
19. CAN THE ALIGNMENT OF THE SEWER FROM MH-3 TO MH-4 BE
ADJUSTED SO THAT WHEN IT IS EXTENDED TO CROSS HULL ST THE
EXCAVATION FOR THE PIT DOES NOT UNDERMINE THE FILL SLOPE?
ADDITIONAL CONSTRUCTION EASEMENT SHOULD BE PROVIDED TO
ALLOW FOR A 20' X 40' PIT AND SPOILS.
20. ANGLES SHOULD BE SHOWN FOR ALL MANHOLES. IT APPEARS
THAT THE ANGLE FOR THE CONNECTION TO THE EXISTING SANITARY
SEWER DOES NOT MEET THE MINIMUM ANGLE OF 43 DEGREES AS
SHOWN IN DETAIL MAN-1.
21. PROVIDE A PROFILE FOR MH-2 TO MH-4.
22. SEWER MANHOLES IN AREAS NOT ANTICIPATED TO BE
MAINTAINED SHOULD BE SET 12" ABOVE GRADE.
23. PROVIDE A NOTE THAT THE CONNECTION TO THE EXISTING
MANHOLE SHALL BE A KOR-N-SEAL CONNECTION.
24. THE EXISTING SEWER IS 12". ADJUST THE PROPOSED INVER
IN SO THAT THE 8" SEWER MATCHES CROWNS WITH THE INVERT OUT
25. LABEL THE EXISTING INVERT OUT AND PROVIDE A NOTE THAT
THIS INVERT IS FIELD LOCATED.
26. THE WATER LINE IS EXPECTED TO BE SUBSTANTIALLY REVISE
AND THEREFORE THE PROFILES ARE SUBJECT TO ADDITIONAL
REVIEW; HOWEVER, THE FOLLOWING ARE SOME GENERAL COMMENTS:
A. THE SECTIONS OF DUCTILE IRON WATER MAIN SHOULD BE
"HATCHED" WITH A SLANT PATTERN.
B. THE PROJECT NUMBERS, SIZE, AND MATERIAL OF THE EXISTING
LINES MUST BE SHOWN.
C. THE MINIMUM COVER FOR WATER LINES IS 3.5 FT.
D. THE MINIMUM CLEARANCE BETWEEN UTILITIES IS 1.5 FT.
E. JOINT RESTRAINT IS NORMALLY CALLED OUT USING ARROWS AND
PROVIDING A TOTAL NUMBER OF FEET OF RESTRAINT. JOINT
RESTRAINT CALCULATIONS NEED TO BE PROVIDED FOR OUR RECORDS
USING A TEST PRESSURE OF 150 AND A SAFETY FACTOR OF 1.5.
F. SHOW FIRE HYDRANTS ON THE PROFILE.
27. DELETE THE DOUBLE CHECK ASSEMBLY DETAIL ON SHEET C6.4
DETAIL FIR-3 WILL SUFFICE.
28. A 1.5" METER USES A DIFFERENT SERVICE CONNECTION AND
BOX THAN MET-1 AND MET-3 ON SHEET C6.5.
29. AN IRRIGATION METER IS SUGGESTED INSTEAD OF RUNNING
ALL IRRIGATION DEMANDS THROUGH THE MAIN METER AS SHOWN. I
AN IRRIGATION METER IS DESIRED, PLEASE PROVIDE A SEPARATE
METER SIZING FORM AND SHOW THE METER ON THE PLANS.
29. THE RESULTS OF FIRE FLOW TEST AND THE COMPUTER
GENERATED MODEL NEED TO BE SHOWN ON A PLAN SHEET.
30. THERE ARE TWO SHEETS WITH THE NUMBER C3.1.
31. SHEETS C5.7, C8.0, AND C8.1 ARE NOT LISTED IN THE
SHEET INDEX.
32. THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY
UTILITIES CONTRACT PRIOR TO THE START OF CONSTRUCTION.
PRIOR TO THE PREPARATION OF THE UTILITIES CONTRACT,
UTILITIES MUST BE IN RECEIPT OF THE "ACCEPTED" BID PROPOSA
BETWEEN THE DEVELOPER AND THE COUNTY APPROVED UTILITIES
CONTRACTOR AS WELL AS THE PROJECT'S INFORMATIONAL SHEET
FOUND ON THE "DEVELOPER'S CHECKLIST". PLEASE SEND THOSE TW
ITEMS TO THE ATTENTION OF MIKE LARSON
(LARSONM@CHESTERFIELD.GOV). THE BID PROPOSAL MUST BE
BASED ON THE APPROVED SITE PLAN. BE ADVISED THAT IF THE
SITE PLAN 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.
31. 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.
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E. / 804-748-1338
NAME OF PLAN : GROCERY STORE HULL ST. & WARBRO
ADDRESS : 3801 WARBRO RD
SUBMISSION DATE : 1/23/17
PLAN DATED : 1/19/17
REVIEW DATE : 1/30/17
SITE PLAN NO. : 17PR0167
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
1. EACH SHEET OF THE PLANS SHOULD INCLUDE THE REVISION
DATE.
2. AN UPDATED METER SIZING FORM NEEDS TO BE SUBMITTED.
EMAIL VERSION IS FINE. MAKE SURE TO INCLUDE THE IRRIGATION
DEMANDS UNLESS THE OWNER DECIDES ON A SEPARATE IRRIGATION
METER, IN WHICH CASE A SEPARATE METER SIZING FORM IS
NEEDED.
3. SHEET C7.0 HAS A NOTE TO REFER TO "SHEET XX" FOR MORE
CONNECTION DETAILS FOR THE CUT-IN TEE, PLEASE INDICATE A
SHEET NUMBER.
4. SHOW AND LABEL THE VALVES TO BE OPERATED FOR THE CUT-I
TEE TO BE INSTALLED.
5. INDICATE THE METHOD OF RESTORATION FOR THE OPEN CUT ON
WARBRO DR. PLEASE NOTE THAT VDOT HAS A PAVING PROJECT
PLANNED THIS SPRING. PLEASE COORDINATE WITH VDOT TO AVOID
CUTTING AND RESTORING BRAND NEW PAVEMENT.
6. PROVIDE A SECOND VALVE AT THE 12 X 8 TEE PER COUNTY
STANDARDS.
7. THE CALL OUTS ON THE PLANS INDICATE 1" CORPORATION
STOP, SERVICE LINE, AND METER. PLEASE REVISE TO 1-1/2".
8. THE 12" STUBOUT SHOULD EXTEND OUTSIDE OF THE PAVEMENT.
THE FITTING SHOULD BE A PLUG AND FLUSHING HYDRANT, NOT A
CAP AS INDICATED.
9. THE WATER EASEMENT SHOULD ONLY EXTEND TO THE FRONT OF
THE DOUBLE CHECK VALVE VAULT. IT IS CURRENTLY ENCOMPASSIN
THE VAULT.
10. PROVIDE A PROFILE FOR THE PRIVATE SEWER LINE SSMH 1-2
11. PROVIDE 10 FT OF CONSTRUCTION EASEMENT ON EACH SIDE O
THE PERMANENT SEWER EASEMENT BETWEEN SSMH3 AND THE RIGHT O
WAY TO HULL STREET TO ALLOW FOR SPACE TO CONSTRUCT THE
FUTURE BORE PIT.
12. PROVIDE A SANITARY SEWER EASEMENT FROM SSMH 5 TO THE
PROPERTY LINE OF 11911 STAMFORD RD (GPIN 739-682-5677) FOR
FUTURE SEWER INSTALLATION BY OTHERS. EASEMENT SHOULD BE 2
FT WIDE WITH 10 FT CONSTRUCTION EASEMENT ON EACH SIDE.
13. PER COUNTY STANDARDS ENGINEERS CHECKLIST FOR WATER AN
SEWER PLANS, 3.F, IT IS REQUIRED FOR THE ENGINEER TO FIELD
VERIFY THE EXISTING INVERT FOR MANHOLES WHERE A CONNECTION
IS BEING MADE. MANY OLDER AS-BUILT SEWER PLANS USE A
DIFFERENT VERTICAL DATUM, WHICH CAN RESULT IN SIGNIFICANT
DISCREPANCIES.
14. ADJUST THE SLOPE BETWEEN SSMH 3-4 SO THAT A MINIMUM O
3.5 FT COVER IS ACHIEVED.
15. ON THE 12" WATERLINE PROFILE, SHOW THE UPPER VERTICAL
BENDS AS CLOSE AS POSSIBLE TO THE STORM SEWER CROSSING SO
THE EXCESS DEPTH IS MINIMIZED.
16. LABEL THE SIZE AND STRUCTURE NUMBER OF THE STORM SEWE
CROSSINGS ON THE WATER PROFILE AND INDICATE A MINIMUM OF
18" CLEARANCE ON EACH CROSSING.
17. THE LABELS FOR SIZE, TYPE, AND COUNTY PROJECT NUMBER
FOR THE EXISTING WATER AND SEWER LINES ARE MISSING FROM TH
PROFILES.
18. REPLACE THE DETAIL FOR A 1" METER BOX WITH MET-07 FOR
A 1-1/2" METER BOX.
19. THE PRESSURE SHOWN ON THE DOMESTIC WATER FEED IS ONLY
12 PSI. THE WATER MODEL SHOULD BE RUN WITH FIRE FLOW PLUS
MAX DAY FLOW, NOT INSTANTANEOUS PEAK AS SHOWN.
20. PLEASE SUBMIT COPIES OF THE THRUST RESTRAINT CALCULAT
NS.
21. WE HAVE FOUND THAT IN THIS AREA PRESSURE CAN FLUCTUATE
SIGNIFICANTLY DEPENDING ON SEASONAL DEMAND, WHICH IS THE
CAUSE OF THE 45 PSI MAXIMUM DAILY DEMAND PRESSURE. THIS
LOW PRESSURE CAN IMPACT THE ABILITY FOR FLUSH TOILETS TO
WORK PROPERLY. PLEASE PAY CAREFUL ATTENTION TO THE
AVAILABLE PRESSURE AND PLUMBING NEEDS FOR THE FACILITY SO
THAT THERE ARE NO MAJOR ISSUES.
22. 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 MIKE LARSON
(LARSONM@CHESTERFIELD.GOV). THE BID PROPOSAL MUST BE
BASED ON THE APPROVED SITE PLAN. BE ADVISED THAT IF THE
SITE PLAN 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.
23. 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.
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E. / 804-748-1338
NAME OF PLAN : GROCERY STORE HULL ST. & WARBRO
ADDRESS : 3801 WARBRO RD
SUBMISSION DATE : 3/14/17
PLAN DATED : 3/10/17
REVIEW DATE : 3/27/17
SITE PLAN NO. : 17PR0167
COMMENTS : 3RD REVIEW-NOT APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
.
1. THE 12" PLUG AND FLUSHING HYDRANT MUST BE IN AN EASEME
.
2. THE SLOPE OF THE PRIVATE SEWER LINE ON SHEET C7.0 DOES
* MATCH THE PROFILE.
3. THE ANGLE ON THE LINE BETWEEN SSMH 2 AND 4 IS DIFFEREN
ON SHEET C7.0 AND C7.1.
4. SHOW THE PROPOSED SANITARY EXTENSION ALL THE WAY TO 11
* STAMFORD RD. YOU MAY SHIFT THE PROFILE ON SHEET C7.1 LE
OR USE AN INSET.
5. SINCE THERE IS PLENTY OF SLOPE ON THE PRIVATE SANITARY
*WER, CONSIDER USING A 6" LATERAL LIKE WHAT WAS DONE FOR T
LIDL AT 11701 IRON BRIDGE RD.
6. REMOVE THE NOTE ON THE PROFILE FOR SSMH-07 REFERRING
* AS-BUILTS.
7. PLEASE WRITE A NOTE ON THE PROFILE FOR THE EXISTING SA
TARY SEWER MANHOLE THAT THE INVERT HAS BEEN FIELD LOCATED.
*
8. THE SECTION OF SANITARY SEWER BETWEEN SSMH-2 AND SSMH
HAS A SMALL AMOUNT OF NATURAL COVER AND WILL ULTIMATELY H
E MORE THAN 15 FT OF COVER THAT WILL NEED TO BE HEAVILY CO
ACTED. REVISE THE PIPE MATERIAL IN THIS SECTION TO CLASS
D.I. IN ORDER TO PROTECT THE PIPE DURING CONSTRUCTION.
9. ADD "CLASS 52" TO THE LABEL FOR THE 12" WATER LINE.
.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E. / 804-748-1338
NAME OF PLAN : GROCERY STORE HULL ST. & WARBRO
ADDRESS : 3801 WARBRO RD
SUBMISSION DATE : 4/26/17
PLAN DATED : 4/21/17
REVIEW DATE : 4/26/17
SITE PLAN NO. : 17PR0167
COMMENTS : 4TH REVIEW-NOT APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
1. THE ANGLE AT SSMH-5 MUST BE AT LEAST 90 DEGREES.
*
2. UPDATE THE WATER AND SEWER QUANTITIES TABLE TO INCLUD
THE 8" DI PUBLIC SEWER AND THE INCREASED QUANTITY OF 6"
PRIVATE SEWER.
THE 6" INVERT IN AT SSMH-2 MUST BE AT 250.27 SO THAT
THE PIPES WILL MATCH CROWNS.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: GROCERY @ HULL STR RD/WARBRO RD
SITE PLAN NUMBER: 17PR0167
LATEST PLAN DATE: 11/01/16
DEPT. REC'D. DATE: 11/09/16
SUBMITTAL NUMBER: ONE
REVIEW DATE: 12/02/16
RECOMMENDATION: NOT APPROVED
1. PRIOR TO FINAL SITE PLAN APPROVAL, PROVIDE THE FOLLOWIN
RIGHT-OF-WAY DEDICATIONS:
A. 35' ON THE EAST SIDE OF WARBRO ROAD, MEASURED FROM THE
CENTERLINE OF ROAD/MEDIAN FOR THE ENTIRE TRACT V FRONTAGE
(PROFFERED CONDITION 4 OF CASE 98SN0176);
B. NECESSARY RIGHT-OF-WAY TO PROVIDE FOR ULTIMATE ROAD
IMPROVEMENTS ALONG HULL STREET RD (ROUTE 360) AND WARBRO
RD. THIS INCLUDES "FUTURE R/W" NOTED ON 360 FOR ENTIRE
PROPERTY FRONTAGE.
2. PROPOSED PROPERTY LINES ARE SHOWN. ACCESS LOCATIONS WIL
BE SHARED WITH ADJOINING PROPERTY (C.A.H. INVESTIMENTS).
3. PER PROFFERED COND 5 OF CASE 16SN0565, PRIOR TO ANY SIT
PLAN APPROVAL, PROVIDE A PHASING PLAN FOR THE REQUIRED ROA
IMPROVEMENTS AS IDENTIFIED IN PROFFERED COND 4.
THIS PHASE OF DEVELOPMENT SHOULD ADDRESS PROFFERED ROAD
IMPROVEMENTS 4D (ADDITIONAL LANE ON 360 FROM WEST ACCESS T
WARBRO, SHOWN ON SITE PLAN), 4E (SEPARATE RIGHT TURN LANE
FROM 360 TO WARBRO, NOT SHOWN), 4F (360/WARBRO TRAFFIC
SIGNAL MODIFICATIONS), 4G (LEFT & RIGHT TURN LANES WARBRO
SOUTH ACCESS, SEE COMMENTS 5 & 6 BELOW), 4I (PEDESTRIAN
ACCOMMODATIONS ALONG FRONTAGE), AND 4J (R/W DEDICATION).
4. ROUTE 360 RIGHT TURN LANE INTO WEST ACCESS, PROVIDE 200
STORAGE AND 200' TAPER. DIMENSION TURN LANE ON SHEET C4.1.
ULTIMATELY, THIS RIGHT TURN LANE WILL BECOME A THRU LANE
WITH FUTURE DEVELOPMENT/PHASE, THEREFORE PAVEMENT SECTION
SHALL BE DESIGNED TO ACCOMMODATE ROUTE 360 THRU VOLUMES.
CDOT WOULD RECOMMED DOING THE ADDITIONAL LANE WITH THIS
PHASE ALONG THE RIGHT TURN LANE STORAGE TO MINIMIZE FUTURE
IMPACTS AT THE SITE ENTRANCE.
5. WARBRO RIGHT TURN LANE, PROVIDE MINIMUM 200' STORAGE.
CDOT OFFERS NO OBJECTION WITH 100' TAPER. DIMENSION THE
RIGHT TURN LANE ON C4.3. CORRECT THE REFERENCE NOTE ON
SHEET C3.0 TO READ "PROPOSED RIGHT. . ."
6. WARBRO LEFT TURN LANE, SHOW THE DIMENSIONS FOR THE
REMAINING LEFT TURN LANE GOING INTO THE BACK ENTRANCE INTO
WALMART ON SHEET C4.2.
7. PROVIDE PRELIMINARY PAVEMENT SECTIONS FOR ROUTE 360 AND
WARBRO FOR THE ROAD IMPROVEMENTS. AS NOTED IN PREVIOUS
COMMENT, PAVEMENT SECTIONS ALONG 360 NEED TO ACCOMMODATE
THRU TRAFFIC VOLUMES.
8. SHEET C5.0, PROPOSED 5' OPEN CUT ALONG WARBRO FOR STORM
SEWER WILL NEED TO BE APPROVED BY VDOT AND REPLACED PER
VDOT REQUIREMENTS. COORDINATE THIS OPEN CUT WITH VDOT.
9. SHEET C6.0, ADRESS AND COORDINATE THE PROPOSED 24" X 10
WATER MAIN TAPPING SLEEVE AND VALVE TIE-IN WITH VDOT FOR
APPROVAL.
10. PROVIDE PED ACCOMMODATIONS (5' SIDEWALK) ALONG 360 &
WARBRO FOR THE ENTIRE FRONTAGE OF THE PROPOSED PARCEL.
THIS WOULD REQUIRE SIDEWALK FROM ENTRANCE TO ENTRANCE.
11. ADVSOIRY COMMENT: PROFFERED COND 4H OF CASE 16SN0565
REQUIRES FULL COST OF THE TRAFFIC SIGNAL AT WARBRO/SOUTH
ACCESS, IF WARRANTED. A SIGNAL WARRANT ANALYSIS WILL BE
REQUIRED WITH NEXT PHASE IF THE WARBRO SOUTH ACCESS IS
UTILIZED TO DETERMINE IF SIGNAL WILL BE REQUIRED.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: GROCERY @ HULL STR RD/WARBRO RD
SITE PLAN NUMBER: 17PR0167
LATEST PLAN DATE: 01/19/17
DEPT. REC'D. DATE: 01/25/17
SUBMITTAL NUMBER: TWO
REVIEW DATE: 02/02/17
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: R/W DEDICATION - 360 & WARBRO
1. PRIOR TO FINAL SITE PLAN APPROVAL, PROVIDE THE FOLLOWIN
RIGHT-OF-WAY DEDICATIONS:
A. 35' ON THE EAST SIDE OF WARBRO ROAD, MEASURED FROM THE
CENTERLINE OF ROAD/MEDIAN FOR THE ENTIRE TRACT V FRONTAGE
(PROFFERED CONDITION 4 OF CASE 98SN0176);
B. NECESSARY RIGHT-OF-WAY TO PROVIDE FOR ULTIMATE ROAD
IMPROVEMENTS ALONG HULL STREET RD (ROUTE 360) AND WARBRO
RD, INCLUDING NEW SIGNAL POLE AT 360/WARBRO AND FUTURE
SIGNAL AT WARBRO/SOUTH ACCESS (PROFFERED COND 4H).
.
2. PER PROFFERED COND 5 OF CASE 16SN0565, PRIOR TO ANY SIT
PLAN APPROVAL, PROVIDE A PHASING PLAN FOR THE REQUIRED ROA
IMPROVEMENTS AS IDENTIFIED IN PROFFERED COND 4. COMMENTS O
THE PHASING PLAN WERE PROVIDED BY CDOT VIA EMAIL ON 2/2/17
.
3. RT 360 WEST ACCESS (SHEET C6.1):
A. WITH FUTURE DEVELOPMENT TO EAST, THE EXISTING RIGHT TUR
TAPER WILL NEED TO BE REMOVED AND REPLACED WITH FULL WIDTH
LANE (12' EXCLUDING GUTTER PAN). DEVELOPER MAY ELECT TO
BUILD FULL WIDTH LANE AND STRIPE AS A TAPER NOW TO AVOID
RECONSTRUCTION IN FUTURE.
.
B. WITH FUTURE DEVELOPMENT TO EAST, RIGHT TURN LANE WILL
BECOME A THRU LANE. PRELIMINARY PAVEMENT DESIGN SHOULD BE
PROVIDED TO SHOW IT WILL ACCOMMODATE RT 360 THRU VOLUMES.
.
C. SIDEWALK SHOULD CONTINUE EAST OF THE RT 360 ACCESS TO
FOLLOW WHERE ULTIMATE PAVEMENT WIDTH IS PROVIDED. SIDEWAL
NEEDS TO EXTEND EITHER 200' OR 400', DEPENDING ON HOW RIGH
TURN LANE IS DESIGNED BASED ON COMMENT 3A ABOVE. THIS WOUL
AVOID ADDITIONAL EXPENSE OF GUARDRAIL REINSTALLATION AT A
LATER DATE. RIGHT-OF-WAY WILL NEED TO BE ADJUSTED TO
ACCOMMODATE THE SIDEWALK WHERE PROVIDED WITH THIS PHASE.
.
4. PROVIDE PRELIMINARY PAVEMENT DESIGN FOR RT 360 WIDENING
AND WARBRO RD. RT 360 WIDENING NEEDS TO ACCOMMODATE THRU
VOLUMES SINCE PROPOPSE RIGHT TURN LANE INTO THE 360 ACCESS
WILL BECOME A THRU LANE. IT IS UNDERSTOOD GEOTECH REPORT
WILL BE DONE AT CONSTRUCTION TO FINALIZE DESIGN. PDF OF
PAVEMENT DESIGN ON RECENT PROJECT EMAILED TO ENGINEER.
.
5. REPLACE "FUTURE R/W" WITH "PROPOSED & ULTIMATE R/W."
.
6. ADVSOIRY COMMENT: PROFFERED COND 4H OF CASE 16SN0565
REQUIRES FULL COST OF TRAFFIC SIGNAL AT WARBRO/SOUTH
ACCESS, IF WARRANTED. A SIGNAL WARRANT ANALYSIS WILL BE
REQUIRED WITH NEXT PHASE IF THE WARBRO SOUTH ACCESS IS
UTILIZED TO DETERMINE IF SIGNAL WILL BE REQUIRED.
.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: GROCERY @ HULL STR RD/WARBRO RD
SITE PLAN NUMBER: 17PR0167
LATEST PLAN DATE: 03/10/17
DEPT. REC'D. DATE: 03/20/17
SUBMITTAL NUMBER: THREE
REVIEW DATE: 03/31/17
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: R/W DEDICATION - 360 & WARBRO
.
1. PRIOR TO ANY SITE PLAN APPROVAL, TRANSPORTATION PHASING
PLAN SHALL BE REVIEWED AND APPROVED BY CDOT FOR THE ROAD
IMPROVEMENTS IDENTIFIED ZONING CASE 16SN0565 (P.C. 4 & 5).
.
2. PRIOR TO FINAL SITE PLAN APPROVAL, PROVIDE THE FOLLOWIN
RIGHT-OF-WAY DEDICATIONS:
A. 35' ON THE EAST SIDE OF WARBRO RD, MEASURED FROM THE
CENTERLINE OF ROAD FOR ENTIRE TRACT V FRONTAGE (TAX MAP #
738-682-8258. THIS INCLUDES PROPERTY FRONTAGE FOR "PHASE 2
PROPERTY. (P.C. 4 OF CASE 98SN0176);
.
B. NECESSARY RIGHT-OF-WAY TO PROVIDE FOR ULTIMATE ROAD
IMPROVEMENTS ALONG ROUTE 360 AND WARBRO RD, INCLUDING NEW
SIGNAL POLE AT 360/WARBRO, FUTURE SIGNAL AT WARBRO/SOUTH
ACCESS, AND SIDEWALKS. TYPICALLY, VDOT WILL NOT ACCEPT
STATE MAINTAINED SIDEWALK IN AN EASEMENT (SEE SHEETS C3 AN
C6.1). (P.C. 4H)
.
3. ADVISORY COMMENTS:
A. WITH FUTURE DEVELOPMENT TO EAST, ADDITIONAL RIGHT-OF-WA
DEDICATION WILL BE REQUIRED TO ACCOMMODATE ADDITIONAL LANE
& SIDEWALK (NOT SHOWN).
.
B. PROFFERED CONDITION 4H OF CASE 16SN0565 REQUIRES FULL T
COST OF TRAFFIC SIGNAL AT WARBRO/SOUTH ACCESS, IF
WARRANTED. A SIGNAL WARRANT ANALYSIS WILL BE REQUIRED WIT
NEXT PHASE IF THE WARBRO SOUTH ACCESS IS PROPOSED.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: GROCERY @ HULL STR RD/WARBRO RD
SITE PLAN NUMBER: 17PR0167
LATEST PLAN DATE: 04/21/17
DEPT. REC'D. DATE: 04/27/17
SUBMITTAL NUMBER: FOUR
REVIEW DATE: 05/11/17
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: R/W DEDICATION - 360 & WARBRO
SIDEWALK ESMT - WARBRO
.
1. PRIOR TO ANY SITE PLAN APPROVAL, TRANSPORTATION PHASING
PLAN SHALL BE REVIEWED AND APPROVED BY CDOT FOR THE ROAD
IMPROVEMENTS IDENTIFIED ZONING CASE 16SN0565 (P.C. 4 & 5).
.
2. PRIOR TO FINAL SITE PLAN APPROVAL, PROVIDE THE FOLLOWIN
RIGHT-OF-WAY DEDICATIONS:
A. 35' ON THE EAST SIDE OF WARBRO RD, MEASURED FROM THE
CENTERLINE OF ROAD FOR ENTIRE TRACT V FRONTAGE (TAX MAP #
738-682-8258. THIS INCLUDES PROPERTY FRONTAGE FOR "PHASE 2
PROPERTY. (P.C. 4 OF CASE 98SN0176);
.
B. R/W TO PROVIDE FOR ULTIMATE ROAD IMPROVEMENTS ALONG RT
360 & WARBRO RD, INCLUDING NEW SIGNAL POLE AT 360/WARBRO,
FUTURE SIGNAL AT WARBRO/SOUTH ACCESS, & SIDEWALKS.
.
C. SIDEWALK EASEMENT ALONG WARBRO RD. EASEMENT TO PROVIDE
FOR PUBLIC USE WITH MAINTENANCE BY PROPERTY OWNER.
.
3. ADVISORY COMMENT: WITH FUTURE DEVELOPMENT TO EAST,
ADDITIONAL R/W DEDICATION MAY BE REQUIRED TO ACCOMMODATE
ADDITIONAL LANE & SIDEWALK (NOT SHOWN).
.
4. ADVISORY COMMENT: PROFF. COND. 4H OF CASE 16SN0565
REQUIRES FULL COST OF TRAFFIC SIGNAL AT WARBRO/SOUTH
ACCESS, IF WARRANTED. NEXT DEVELOPMENT MAY BE REQUIRED TO
BOND OR PROVIDE FOR SIGNALIZATION AT THIS INTERSECTION.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: GROCERY @ HULL STR RD/WARBRO RD
SITE PLAN NUMBER: 17PR0167
LATEST PLAN DATE: 06/07/17
DEPT. REC'D. DATE: 08/14/17
SUBMITTAL NUMBER: FIVE (HALE)
REVIEW DATE: 08/23/17
RECOMMENDATION: SUBSTANTIAL APPROVAL
PLAT PROCESSING: R/W DEDICATION - 360 & WARBRO
SIDEWALK ESMT - WARBRO
.
1. FINAL SITE PLAN APPROVAL IS PENDING:
A. RIGHT-OF-WAY DEDICATION ALONG ROUTE 360 AND WARBRO RD.
B. SIDEWALK EASEMENT ALONG WARBRO ROAD (PUBLIC USE WITH
MAINTENANCE BY PRIVATE OWNER).
.
2. ADVISORY COMMENTS:
A. WITH FUTURE DEVELOPMENT TO EAST, ADDITIONAL RIGHT-OF-WA
DEDICATION MAY BE REQUIRED TO ACCOMMODATE ADDITIONAL LANE
SIDEWALK (NOT SHOWN).
.
B. PROFFERED COND. 4H OF CASE 16SN0565 REQUIRES FULL COST
OF TRAFFIC SIGNAL AT WARBRO/SOUTH ACCESS, IF WARRANTED.
NEXT DEVELOPMENT MAY BE REQUIRED TO BOND OR PROVIDE SIGNAL
==========================================================
==========================================================
**********************************************************
REVIEW DEPARTMENT---------PLANNING
REVIEWER / PHONE #--------CHRIS HALE / (804) 717-6042
NAME OF PLAN--------------GROCERY STORE AT HULL AND WARBRO
SITE PLAN NUMBER----------17PR0167
ADDRESS-------------------3801 WARBRO ROAD
LATEST PLAN DATE----------11/01/16
DEPT. REC'D. DATE---------11/01/16
SUBMITTAL NUMBER----------ONE
REVIEW DATE---------------12/01/16
RECOMMENDATION------------REVISION REQUIRED
TABLE REVIEW--------------NO
PLAT PROCESSING-----------NO
LANDSCAPE PLAN STATUS-----SUBMITTED
ARCHITECTURAL ELEVATIONS--NOT SUBMITTED
LIGHTING PLAN/CUTSHEETS---SUBMITTED
IRRIGATION/HOSEBIB PLAN---NOT SUBMITTED
01. 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
COMPLETE RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE
PLANNING DEPARTMENT. BELOW EACH COMMENT DESCRIBE HOW YOU
HAVE ADDRESSED EACH REVIEW COMMENT. 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.
02. PUT THE CHESTERFIELD COUNTY SITE PLAN NUMBER
17PR0167 IN THE LOWER RIGHT CORNER OF EACH SHEET.
03. LIST CLOVER HILL AS THE MAGISTERIAL DISTRICT, NOT AS
DEVELOPMENT DISTRICT ON THE COVER.
04. LIST THE DESIGN DISTRICT: ROUTE 360 WEST, IN THE SITE
DATA ON THE COVER.
05. FIX THE HORIZONTAL SCALE ON SHEET C6.0
06. PROVIDE THE CORRECT ZONING CASE NUMBER 98SN0176 WHERE
LISTED ON THE COVER.
07. CORRECT THE SHEET NUMBERING FOR SHEETS C3.0, C3.1, AND
C3.2.
08. THE CALLOUT FOR THE BOLLARD DETAIL ON C3.0 REFERENCES
SHEET C3.3, WHICH IS NOT IN THE SET.
09. INDICATE THE USE OF THE ADJACENT PROPERTY (REMAINDER O
PARCEL), WHICH IS VACANT, ON SHEETS WHERE OWNER INFORMATIO
IS LISTED.
10. SOLID WASTE STORAGE AREAS (EXCLUDING GARBAGE CAN AND
RECYCLING CONTAINER AREAS SERVING SINGLE- OR TWO-FAMILY
DWELLINGS) LOCATED WITHIN 1000 FEET OF PROPERTY ZONED A, R
R-TH, MH OR R-MF SHALL NOT BE SERVICED BETWEEN THE HOURS O
9 PM AND 6 AM. A SIGN, NOT TO EXCEED 6 SQUARE FEET IN AREA
DESIGNATING THE HOURS DURING WHICH SUCH SOLID WASTE STORAG
AREAS MAY BE SERVICED SHALL BE PROMINENTLY POSTED. 19.1-
206.B
11. SHOW, LABEL, AND DIMENSION THE BUILDING/PARKING
SETBACKS ON THE SITE PLAN, UTILITY PLAN, EROSION CONTROL
PLAN, GRADING PLAN, AND LANDSCAPE PLAN. INDICATE THAT THE
30 FOOT HULL STREET ROAD SETBACK IS ALLOWED PER THE
EXCEPTION GRANTED WITH ZONING CASE 16SN0565.
12. THE REAR (NORTH) AND SIDE (EAST) PROPERTY LINES ARE
INTERNAL TO THE DEVELOPMENT, THEREFORE THE 10 FOOT REAR
YARD AND 15 FOOT SIDE YARD SETBACKS ARE NOT REQUIRED.
13. UTILITIES ARE TO RUN GENERALLY PERPENDICULAR THROUGH
SETBACKS. THE UNDERGROUND ELECTRIC IS SHOWN RUNNING
PARALLEL TO THE HULL STREET SETBACK AND CONFLICTS WITH
PERIMETER LANDSCAPING. MOVE THE ELECTRICAL LINE CLOSER TO
THE BACK OF CURB OF THE PARKING LOT TO AVOID CONFLICTS WIT
LANDSCAPING.
14. 7 HANDICAP PARKING SPACES ARE REQUIRED PER THE VIRGINI
CONSTRUCTION CODE TABLE 1106.1 (1).
15. ON THE SITE PLAN OR LANDSCAPE PLAN, LABEL AREAS WITH
THE SQUARE FOOTAGE PROVIDED FOR INTERIOR PARKING LOT
LANDSCAPING.
16. PARKING ISLANDS CONTAINING LARGE DECIDUOUS TREES ARE
REQUIRED TO HAVE A MINIMUM DIMENSION OF 15 FEET. ADJUST TH
ISLANDS THAT CONTAIN LARGE TREES.
17. PROVIDE SIDEWALKS THAT MEET VDOT STANDARDS ALONG THE
HULL STREET AND WARBRO FRONTAGES WITHIN THE VDOT RIGHT-OF-
WAY. ALSO PROVIDE A WALK CONNECTION FROM THE NORTHWEST
CORNER OF THE STORE THAT FOLLOWS ALONG THE ENTRANCE DRIVE
OFF OF WARBRO AS A CONNECTION TO THE ADJACENT SHOPPING
CENTER.
18. A REQUIREMENT OF SITES IN THIS PORTION OF THE 360 WEST
DESIGN DISTRICT IS THE INCORPORATION OF FOUR PEDESTRIAN
ELEMENTS ON THE SITE (19.1-390.C.C.C). THE BRICK PAVING AT
THE ENTRANCE AND THE PROVIDED BIKE RACKS QUALIFY FOR TWO O
THESE. TWO ADDITIONAL ELEMENTS ARE NEEDED. ADDING THE WALK
CONNECTION TO THE ADJACENT SHOPPING CENTER WOULD COUNT AS
ONE. A FOURTH MAY INCLUDE DECORATIVE LIGHT POSTS,
ALTERNATIVE PAVEMENT TREATMENTS AT ENTRANCES AND/OR
PEDESTRIAN CROSSINGS, BENCHES, PLAZAS, LANDSCAPED AREAS,
WATER FEATURES, DISPLAY WINDOWS, OR OTHER PEDESTRIAN
ELEMENTS.
19. SHOW THE SCREENING OF THE LOADING DOCK AREA ON THE
ARCHITECTURAL ELEVATIONS THAT ARE TO BE PROVIDED.
20. ZONING ORDINANCE REQUIREMENTS EXIST FOR THE OUTDOOR
DISPLAY OF MERCHANDISE. WILL OUTDOOR DISPLAY OF MERCHANDIS
FOR SALE BE USED AT THIS STORE?
21. LABEL THE WIDTH AND PERIMETER LANDSCAPE TREATMENT
REQUIRED FOR BOTH SETBACKS ON THE SITE PLAN AND THE
LANDSCAPE PLAN.
22. SHOW ON THE LANDSDCAPE PLAN ALL UTILITIES, EASEMENTS
AND RIGHTS OF WAY, FIRE HYDRANT LOCATIONS, AND SITE
LIGHTING LOCATIONS. SHOW VDOT SIGHT LINES FROM ENTRANCES.
AVOID CONFLICTS WITH UNDERGROUND ELECTRIC AND OTHER
UTILITIES.
23. IN THE SETBACK LANDSCAPE TABULATION ON SHEET C7.0 LIST
HULL STREET AS AN 'ARTERIAL' AND WARBRO AS A 'COLLECTOR'.
24. LABEL ALL PLANTS ON THE LANDSCAPE PLAN. SOME PLANTS IN
THE SETBACK ARE NOT LABELED.
25. PLANT SYMBOLS 'CE' IN THE BIORETENTION BASIN AND 'LE'
IN THE SETBACK ARE NOT LISTED ON THE SCHEDULE.
26. SPECIFY ONLY CALIPER AND NOT HEIGHT FOR SINGLE STEM
DECIDUOUS TREES.
27. WINTERKING HAWTHORN MAY NOT BE COUNTED AS A LARGE
DECIDUOUS TREE IN THE HULL STREET SETBACK.
28. ALL JUNCTION BOXES AND ELECTRICAL TRANSFORMERS MUST BE
EITHER INTEGRATED INTO THE ARCHITECTURAL TREATMENT OR
SCREENED ON AT LEAST THREE SIDES WITH SHRUBBERY OR LATTICE
19.1-317.C.1
29. 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. SHOW LOCATION OF HYDRANTS, BIBS OR IRRIGATION
SLEEVES. 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. 19.1-249.B
30. INSTALLATION SURETY: PRIOR TO RECEIVING A TEMPORARY
OCCUPANCY PERMIT, THE REQUIRED LANDSCAPING IS COMPLETED; O
A FORM OF SURETY SATISFACTORY TO THE DIRECTOR OF PLANNING
IS SUBMITTED IN AN AMOUNT EQUAL TO THE COST OF COMPLETING
THE REQUIRED LANDSCAPING. IF SURETY HAS BEEN SUBMITTED, TH
REQUIRED LANDSCAPING SHALL BE INSTALLED BASED UPON THE
APPROVED PHASING PLAN OR DURING THE FIRST PLANTING SEASON
FOLLOWING DATE OF ISSUANCE OF THE SURETY. 19.1-248.A.2
31. MAINTENANCE GUARANTEE: AFTER LANDSCAPING IS INSTALLED,
PRIOR TO RECEIVING AN OCCUPANCY PERMIT, THE APPLICANT SHAL
PROVIDE A LETTER OF GUARANTEE (COUNTY FORMAT) TO INSURE
REPLACEMENT OF UNHEALTHY, DYING, DEAD OR POLLARDED
LANDSCAPING WITHIN THE FIRST YEAR OF INSTALLATION. 19.1-
248.B
32. TREES ARE NOT TO CONFLICT WITH UNDERGROUND UTILITY
LINES OR LIGHT POLES. MINIMUM DISTANCE TO UTILITIES IS 8
FEET FOR LARGE TREES AND 5 FEET FOR SMALL TREES. MINIMUM
DISTANCE TO LIGHTPOLES IS 15 FEET FOR LARGE TREES. A 12
FOOT MINIMUM DISTANCE FROM LARGE TREES TO LIGHT POLES MAY
BE USED IN LIMITED CONSTRAINED LOCATIONS. ADJUST THE
LOCATION OF PARKING LOT TREES TO MEET THESE REQUIREMENTS.
SOME SMALL TREES ARE SHOWN IN THE SAME LOCATION AS LIGHT
POLES. ADJUST THE LOCATION OF THE HULL SETBACK LANDSCAPING
TO AVOID CONFLICTS WITH UNDERGROUND ELECTRICAL LINES.
33. DUE TO BROAD HORIZONTAL BRANCHING AT MATURITY,
WINTERKING HAWTHORNS ARE NOT APPROPRIATE FOR 9 FOOT PARKIN
ISLANDS. SELECT AN ALTERNATIVE SMALL DECIDUOUS TREE.
34. PROVIDE THE REQUIRED NUMBER OF MEDIUM SHRUBS IN THE
HULL STREET SETBACK. 50 ARE REQUIRED.
35. PROVIDE THE REQUIRED NUMBER OF SMALL DECIDUOUS TREES I
THE WARBRO SETBACK. 16 ARE REQUIRED, 13 ARE SHOWN.
36. PROVIDE 2 COPIES OF 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. 19.1-27.F
37. REFER TO THE ZONING CASE 98SN0176 FOR ARCHITECTURAL
REQUIREMENTS. THE BUILDING IS TO INCORPORATE JEFFERSONIAN
STYLE ELEMENTS AND BE COMPATIBLE WITH OTHER BUILDINGS
WITHIN THE VIEWSHED.
38. PER SEC. 19.1-317.C, SHOW THAT JUNCTION AND ACCESS
BOXES ARE EITHER SCREENED OR PAINTED TO MATCH THE BUILDING
39. 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. 19.1-317.D
40. PUT NOTE ON PLANS, "ANY SIGN IN EXCESS OF EIGHT (8)
SQUARE FEET REQUIRES A PERMIT. PERMIT MUST BE OBTAINED
THROUGH BUILDING INSPECTIONS DEPARTMENT." IF A SIGN IS
SHOWN ON THE SITE PLAN, NOTE ON PLAN "SIGNAGE CONTINGENT
UPON APPROVAL THROUGH SIGN PERMIT REVIEW PROCESS."
41. A SIGN PERMIT WILL BE REQUIRED. SIGN PERMIT APPROVAL I
SEPARATE FROM SITE PLAN APPROVAL.
**********************************************************
REVIEW DEPARTMENT---------PLANNING
REVIEWER / PHONE #--------CHRIS HALE / (804) 717-6042
NAME OF PLAN--------------GROCERY STORE AT HULL AND WARBRO
SITE PLAN NUMBER----------17PR0167
ADDRESS-------------------3801 WARBRO ROAD
LATEST PLAN DATE----------12/19/16
DEPT. REC'D. DATE---------01/23/17
SUBMITTAL NUMBER----------2
REVIEW DATE---------------02/13/17
RECOMMENDATION------------REVISION REQUIRED
TABLE REVIEW--------------NO
PLAT PROCESSING-----------NO
LANDSCAPE PLAN STATUS-----SUBMITTED
ARCHITECTURAL ELEVATIONS--NOT SUBMITTED
LIGHTING PLAN/CUTSHEETS---SUBMITTED
IRRIGATION/HOSEBIB PLAN---SUBMITTED
01. 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
COMPLETE RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE
PLANNING DEPARTMENT. BELOW EACH COMMENT DESCRIBE HOW YOU
HAVE ADDRESSED EACH REVIEW COMMENT. 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.
02. THE CALLOUT FOR THE BOLLARD DETAIL ON C3.0 REFERENCES
SHEET C3.3. THE BOLLARD DETAIL IS SHOWN ON C3.2. CORRECT
THE REFERENCE.
03. SOLID WASTE STORAGE AREAS (EXCLUDING GARBAGE CAN AND
RECYCLING CONTAINER AREAS SERVING SINGLE- OR TWO-FAMILY
DWELLINGS) LOCATED WITHIN 1000 FEET OF PROPERTY ZONED A, R
R-TH, MH OR R-MF SHALL NOT BE SERVICED BETWEEN THE HOURS O
9 PM AND 6 AM. A SIGN, NOT TO EXCEED 6 SQUARE FEET IN AREA
DESIGNATING THE HOURS DURING WHICH SUCH SOLID WASTE STORAG
AREAS MAY BE SERVICED SHALL BE PROMINENTLY POSTED. 19.1-
206.B. PROVIDE A DETAIL OF THE SIGN TO BE INSTALLED ON THE
DUMPSTER GATES.
04. A REQUIREMENT OF SITES IN THIS PORTION OF THE 360 WEST
DESIGN DISTRICT IS THE INCORPORATION OF FOUR PEDESTRIAN
ELEMENTS ON THE SITE (19.1-390.C.C.C). LANDSCAPE AREAS
PROVIDED TO MEET PERIMETER AND PARKING REQUIREMENTS DO NOT
COUNT TOWARD THIS REQUIREMENT. REQUIREMENT IS MET HOWEVER
WITH 1.) PEDESTRIAN ACCESS FROM HULL AND WARBRO TO THE
ENTRANCE 2.) BIKE RACKS 3.) LARGE GLASS DISPLAY WINDOWS 4.
PERGOLA ALONG WALK ON THE FRONT OF THE BUILDING
05. SHOW THE SCREENING OF THE LOADING DOCK AREA ON THE
ARCHITECTURAL ELEVATIONS THAT ARE TO BE PROVIDED.
06. VDOT SIGHT LINES FROM ENTRANCES HAVE BEEN SHOWN ON THE
LANDSCAPE PLAN, HOWEVER, ONE DIMENSION IS OBSCURED. CLEARL
SHOW ALL DISTANCE DIMENSIONS.
07. INSTALLATION SURETY: PRIOR TO RECEIVING A TEMPORARY
OCCUPANCY PERMIT, THE REQUIRED LANDSCAPING IS COMPLETED; O
A FORM OF SURETY SATISFACTORY TO THE DIRECTOR OF PLANNING
IS SUBMITTED IN AN AMOUNT EQUAL TO THE COST OF COMPLETING
THE REQUIRED LANDSCAPING. IF SURETY HAS BEEN SUBMITTED, TH
REQUIRED LANDSCAPING SHALL BE INSTALLED BASED UPON THE
APPROVED PHASING PLAN OR DURING THE FIRST PLANTING SEASON
FOLLOWING DATE OF ISSUANCE OF THE SURETY. 19.1-248.A.2
08. MAINTENANCE GUARANTEE: AFTER LANDSCAPING IS INSTALLED,
PRIOR TO RECEIVING AN OCCUPANCY PERMIT, THE APPLICANT SHAL
PROVIDE A LETTER OF GUARANTEE (COUNTY FORMAT) TO INSURE
REPLACEMENT OF UNHEALTHY, DYING, DEAD OR POLLARDED
LANDSCAPING WITHIN THE FIRST YEAR OF INSTALLATION. 19.1-
248.B
09. ON THE LANDSCAPE PLAN LABEL ALL CRAPE MYRTLES IN THE
PARKING ISLANDS.
10. ON THE LANDSCAPE PLAN THE KEY NOTE NUMBERS DO NOT LINE
UP WITH NOTES. IT IS DIFFICULT TO TELL WHICH NOTE
CORRESPONDS WITH NUMBERS ON THE PLAN. CORRECT THE KEY
NOTES.
11. IT IS UNCLEAR WHERE TURF AND MULCH BEDS ARE DELINEATED
SHOW BED LINES FOR LIMITS OF ALL MULCHED AREAS.
12. IF KEY NOTE NUMBER 4 IS TURF, THEN IT SHOULD NOT EXTEN
INTO THE THE CORDGRASS PLANTING IN THE BOTTOM OF THE LARGE
BASIN.
13. PROVIDE 2 COPIES OF 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. 19.1-27.F
14. REFER TO THE ZONING CASE 98SN0176 FOR ARCHITECTURAL
REQUIREMENTS. THE BUILDING IS TO INCORPORATE JEFFERSONIAN
STYLE ELEMENTS AND BE COMPATIBLE WITH OTHER BUILDINGS
WITHIN THE VIEWSHED.
15. 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. 19.1-317.D
16. PUT NOTE ON PLANS, "ANY SIGN IN EXCESS OF EIGHT (8)
SQUARE FEET REQUIRES A PERMIT. PERMIT MUST BE OBTAINED
THROUGH BUILDING INSPECTIONS DEPARTMENT." IF A SIGN IS
SHOWN ON THE SITE PLAN, NOTE ON PLAN "SIGNAGE CONTINGENT
UPON APPROVAL THROUGH SIGN PERMIT REVIEW PROCESS." THIS
NOTE WAS NOT FOUND.
17. A SIGN PERMIT WILL BE REQUIRED. SIGN PERMIT APPROVAL I
SEPARATE FROM SITE PLAN APPROVAL.
**********************************************************
REVIEW DEPARTMENT---------PLANNING
REVIEWER / PHONE #--------CHRIS HALE / (804) 717-6042
NAME OF PLAN--------------GROCERY STORE AT HULL AND WARBRO
SITE PLAN NUMBER----------17PR0167
ADDRESS-------------------3801 WARBRO ROAD
LATEST PLAN DATE----------03/10/17
DEPT. REC'D. DATE---------03/13/17
SUBMITTAL NUMBER----------3
REVIEW DATE---------------03/23/17
RECOMMENDATION------------REVISION REQUIRED
TABLE REVIEW--------------YES
PLAT PROCESSING-----------NO
LANDSCAPE PLAN STATUS-----SUBMITTED
ARCHITECTURAL ELEVATIONS--NOT SUBMITTED
LIGHTING PLAN/CUTSHEETS---SUBMITTED
IRRIGATION/HOSEBIB PLAN---SUBMITTED
01. 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
COMPLETE RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE
PLANNING DEPARTMENT. BELOW EACH COMMENT DESCRIBE HOW YOU
HAVE ADDRESSED EACH REVIEW COMMENT. 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.
02. IF ALL DEPARTMENTS AGREE TO A TABLE REVIEW, THEN YOU
MAY BRING SUBMITTAL PLAN SETS AND THE COMMENT RESPONSE
LETTER (WITH 3 OF THE 10 PLAN SETS HIGHLIGHTED WITH
REVISIONS SINCE THE LAST REVIEW), ALONG WITH THE RECEIPT
FOR THE REVIEW FEE, IF REQUIRED (PAYABLE AT THE FRONT
COUNTER), TO THE TABLE REVIEW MEETING. COORDINATION WITH
DEPARTMENTS NOT APPROVED ON THE LAST REVIEW PRIOR TO THE
TABLE REVIEW IS ADVISABLE.
03. THE FEE FOR THE NEXT (FOURTH) SITE PLAN SUBMITTAL IS
$350. REFER TO SITE PLAN FEES LISTED IN TABLE 19.1-41.C OF
THE ZONING ORDINANCE.
04. SHOW THE SCREENING OF THE LOADING DOCK AREA ON THE
ARCHITECTURAL ELEVATIONS THAT ARE TO BE PROVIDED.
05. PROVIDE 2 COPIES OF 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. 19.1-27.F
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. 19.1-317.D
**********************************************************
REVIEW DEPARTMENT---------PLANNING
REVIEWER / PHONE #--------CHRIS HALE / (804) 717-6042
NAME OF PLAN--------------GROCERY STORE AT HULL AND WARBRO
SITE PLAN NUMBER----------17PR0167
ADDRESS-------------------3801 WARBRO ROAD
LATEST PLAN DATE----------04/21/17
DEPT. REC'D. DATE---------04/21/17
SUBMITTAL NUMBER----------4
REVIEW DATE---------------05/17/17
RECOMMENDATION------------REVISION REQUIRED
TABLE REVIEW--------------YES
PLAT PROCESSING-----------NO
LANDSCAPE PLAN STATUS-----SUBMITTED
ARCHITECTURAL ELEVATIONS--SUBMITTED
LIGHTING PLAN/CUTSHEETS---SUBMITTED
IRRIGATION/HOSEBIB PLAN---SUBMITTED (NOTES)
01. 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
COMPLETE RESPONSE TO COMMENTS FOR ALL DEPARTMENTS TO THE
PLANNING DEPARTMENT. BELOW EACH COMMENT DESCRIBE HOW YOU
HAVE ADDRESSED EACH REVIEW COMMENT. 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.
02. IF ALL DEPARTMENTS AGREE TO A TABLE REVIEW, THEN YOU
MAY BRING SUBMITTAL PLAN SETS AND THE COMMENT RESPONSE
LETTER (WITH 3 OF THE 10 PLAN SETS HIGHLIGHTED WITH
REVISIONS SINCE THE LAST REVIEW), ALONG WITH THE RECEIPT
FOR THE REVIEW FEE, IF REQUIRED (PAYABLE AT THE FRONT
COUNTER), TO THE TABLE REVIEW MEETING. COORDINATION WITH
DEPARTMENTS NOT APPROVED ON THE LAST REVIEW PRIOR TO THE
TABLE REVIEW IS ADVISABLE.
03. THE FEE FOR THE NEXT (FIFTH) SITE PLAN SUBMITTAL IS
$350. REFER TO SITE PLAN FEES LISTED IN TABLE 19.1-41.C OF
THE ZONING ORDINANCE.
04. ADD CONCRETE WHEEL STOPS AT ALL PARKING SPACES LOCATED
ALONG THE SIDEWALK WITH THE PERGOLA ON THE EAST SIDE OF TH
BUILDING. THIS IS IN RESPONSE TO A MODIFICATION OF THE
PERGOLA COLUMN PLACEMENT, TO PROVIDE PROTECTION OF THE
COLUMNS FROM DAMAGE BY VEHICLES PARKING IN THOSE SPACES.
THIS WILL ALSO TO MAINTAIN A CLEAR PATH OF TRAVEL FOR
PEDESTRIANS USING THE WALK. ALSO PROVIDE A WHEEL STOP
DETAIL. BOLLARDS WILL NOT BE APPROVED IN THIS LOCATION.
05. ON THE LANDSCAPE PLAN C8.0, MODIFY KEY NOTE #2 TO
INDICATE THAT A PERMANENT IRRIGATION SYSTEM WILL BE
INSTALLED. 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. SHOW LOCATION OF HYDRANTS, BIBS OR IRRIGATION
SLEEVES. THE COUNTY ALSO ACCEPTS A 3-YEAR CONTINUOUS
MAINTENANCE AGREEMENT FROM A REPUTABLE LANDSCAPE COMPANY
WITH DOCUMENTATION PROVIDED TO THE PLANNING DEPARTMENT.
19.1-249
06. INSTALLATION SURETY: PRIOR TO RECEIVING A TEMPORARY
OCCUPANCY PERMIT, THE REQUIRED LANDSCAPING IS COMPLETED; O
A FORM OF SURETY SATISFACTORY TO THE DIRECTOR OF PLANNING
IS SUBMITTED IN AN AMOUNT EQUAL TO THE COST OF COMPLETING
THE REQUIRED LANDSCAPING. IF SURETY HAS BEEN SUBMITTED, TH
REQUIRED LANDSCAPING SHALL BE INSTALLED BASED UPON THE
APPROVED PHASING PLAN OR DURING THE FIRST PLANTING SEASON
FOLLOWING DATE OF ISSUANCE OF THE SURETY. 19.1-248.A.2
07. MAINTENANCE GUARANTEE: AFTER LANDSCAPING IS INSTALLED,
PRIOR TO RECEIVING AN OCCUPANCY PERMIT, THE APPLICANT SHAL
PROVIDE A LETTER OF GUARANTEE (COUNTY FORMAT) TO INSURE
REPLACEMENT OF UNHEALTHY, DYING, DEAD OR POLLARDED
LANDSCAPING WITHIN THE FIRST YEAR OF INSTALLATION. 19.1-
248.B
08. THE ARCHITECTURAL ELEVATIONS PROVIDED BY EMAIL DATED
4/12/17 ARE APPROVABLE ONCE THE FOLLOWING IS PROVIDED: SHO
ALL PROPOSED ROOFTOP MECHANICAL EQUIPMENT ON ALL
ELEVATIONS. SHOW EQUIPMENT DASHED-IN IF IT IS LOCATED
BEHIND A SCREEN. ANY ROOFTOP MECHANICAL EQUIPMENT THAT IS
INSTALLED WHICH WAS NOT SHOWN ON THE ELEVATIONS IS SUBJECT
TO MODIFICATION OR ADDITIONAL SCREENING MEASURES AT THE
DISCRESSION OF THE PLANNING DEPARTMENT PRIOR TO RELEASE OF
THE OCCUPANCY PERMIT. PER ORDINANCE, IN O, C, AND I-1
DISTRICTS, MECHANICAL EQUIPMENT, WHETHER GROUNDLEVEL OR
ROOFTOP, VISIBLE FROM ADJACENT PROPERTY OR ROADS SHALL
EITHER BE INTEGRATED INTO THE ARCHITECTURAL TREATMENT OF
THE BUILDING OR SCREENED FROM VIEW. 19.1-317.D.1
**********************************************************
REVIEW DEPARTMENT---------PLANNING
REVIEWER / PHONE #--------CHRIS HALE / (804) 717-6042
NAME OF PLAN--------------GROCERY STORE AT HULL AND WARBRO
SITE PLAN NUMBER----------17PR0167
ADDRESS-------------------3801 WARBRO ROAD
LATEST PLAN DATE----------06/07/17
DEPT. REC'D. DATE---------06/07/17
SUBMITTAL NUMBER----------5 (TR)
REVIEW DATE---------------06/07/17
RECOMMENDATION------------SUBSTANTIAL APPROVAL
TABLE REVIEW--------------YES
PLAT PROCESSING-----------YES
LANDSCAPE PLAN STATUS-----APPROVED
ARCHITECTURAL ELEVATIONS--NOT APPROVED
LIGHTING PLAN/CUTSHEETS---APPROVED
IRRIGATION/HOSEBIB PLAN---APPROVED
01. THE ARCHITECTURAL ELEVATIONS PROVIDED BY EMAIL DATED
4/12/17 ARE APPROVABLE ONCE THE FOLLOWING IS PROVIDED: SHO
ALL PROPOSED ROOFTOP MECHANICAL EQUIPMENT ON ALL
ELEVATIONS. SHOW EQUIPMENT DASHED-IN IF IT IS LOCATED
BEHIND A SCREEN. ANY ROOFTOP MECHANICAL EQUIPMENT THAT IS
INSTALLED WHICH WAS NOT SHOWN ON THE ELEVATIONS IS SUBJECT
TO MODIFICATION OR ADDITIONAL SCREENING MEASURES AT THE
DISCRESSION OF THE PLANNING DEPARTMENT PRIOR TO RELEASE OF
THE OCCUPANCY PERMIT. PER ORDINANCE, IN O, C, AND I-1
DISTRICTS, MECHANICAL EQUIPMENT, WHETHER GROUNDLEVEL OR
ROOFTOP, VISIBLE FROM ADJACENT PROPERTY OR ROADS SHALL
EITHER BE INTEGRATED INTO THE ARCHITECTURAL TREATMENT OF
THE BUILDING OR SCREENED FROM VIEW. 19.1-317.D.1
**********************************************************
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : GROCERY @ HULL ST RD/WARBRO RD
CASE NUMBER : 17PR0167
LATEST PLAN DATE : 11/1/16
RECEIVED DATE : 11/10/16
SUBMITTAL NUMBER : 1
REVIEW DATE : 12/5/16
ADDRESS : NOT ASSIGNED YET
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. COORDINATE POINTS BASED ON THE VIRGINIA STATE PLANE
COORDINATE SYSTEM, SOUTH ZONE, NORTH AMERICAN DATUM 1983
ARE NOT PRESENT. TWO POINTS MUST BE SHOWN ON THE PARCEL
BOUNDARY.
2. THE PARCEL BOUNDARY SURVEYS ARE INCOMPLETE. PLEASE
SUPPLY THE METES AND BOUNDS FOR THE PARENT PARCEL AND
THE NEW PARCEL TO BE SPLIT OUT OF IT. INCLUDE 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 BOUNDARY IS ACCEPTABLE.
3. BEARINGS SHOWN ARE NOT INDICATED TO BE NAD83 BEARINGS.
ADD THIS INDICATION TO ALL OF THE NORTH ARROWS.
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.
6. IF THE SITE IS ON A THROUGH OR CORNER LOT AND THE
STREET ADDRESS SIGN WILL BE VISIBLE FROM MORE THAN
ONE ROAD, THE STREET NAME SHOULD BE INCLUDED IN THE
SIGN.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : GROCERY @ HULL ST RD/WARBRO RD
CASE NUMBER : 17PR0167
LATEST PLAN DATE : 1/19/17
RECEIVED DATE : 1/25/17
SUBMITTAL NUMBER : 2
REVIEW DATE : 2/10/17
ADDRESS : PENDING
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. I DON'T SEE ALL OF THE METES AND BOUNDS FOR THE PARENT
PARCEL OR THE NEW PARCEL TO BE SPLIT OUT OF IT. PLEASE
INDICATE WHICH PAGE THEY ARE ON.
2. 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.
3. SPECIFY THE MATERIAL THAT THE ADDRESS SIGN IS TO BE
MADE OF. THE MATERIAL USED MUST BE MORE DURABLE THAN
WOOD.
4. IF THE SITE IS ON A THROUGH OR CORNER LOT AND THE
STREET ADDRESS SIGN WILL BE VISIBLE FROM MORE THAN
ONE ROAD, THE STREET NAME SHOULD BE INCLUDED IN THE
SIGN.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : GROCERY @ HULL ST RD/WARBRO RD
CASE NUMBER : 17PR0167
LATEST PLAN DATE : 3/10/17
RECEIVED DATE : 3/17/17
SUBMITTAL NUMBER : 3
REVIEW DATE : 3/31/17
ADDRESS : PENDING
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. THE METES AND BOUNDS FOR ALL OF THE PARENT PARCEL ARE
NOT SHOWN. THE METES AND BOUNDS FOR THE NEW PARCEL TO BE
SPLIT OUT OF IT ON SHEETS C6.0 AND C7.6 AREN'T THE SAME
AND NEITHER OF THEM CLOSE. PLEASE PROVIDE THE METES AND
BOUNDS FOR BOTH PARCELS ON A SHEET OTHER THAN THE UTILITY
AND STORMWATER EASEMENTS SO THEY CAN BE EASILY READ.
2. LOCATION AND DETAIL OF THE MONUMENT SIGN MUST BE
INCLUDED ON THE SITE PLAN. WE DO NOT REVIEW SIGN PERMITS,
THEREFORE, IN ORDER TO ENSURE COMPLIANCE WITH THE STREET
NAMING AND BUILDING NUMBERING REGULATIONS, WE NEED TO SEE
THE MONUMENT SIGN AS PART OF THE SITE PLAN REVIEW.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : GROCERY @ HULL ST RD/WARBRO RD
CASE NUMBER : 17PR0167
LATEST PLAN DATE : 4/21/17
RECEIVED DATE : 4/28/17
SUBMITTAL NUMBER : 4
REVIEW DATE : 5/22/17
ADDRESS : PENDING
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. WAITING TO RECEIVE A DETAIL OF THE MONUMENT SIGN THAT
WAS TO BE PROVIDED UNDER SEPARATE COVER.
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : GROCERY @ HULL ST RD/WARBRO RD
CASE NUMBER : 17PR0167
LATEST PLAN DATE : 6/7/17
RECEIVED DATE : 8/14/17
SUBMITTAL NUMBER : 5
REVIEW DATE : 8/29/17
ADDRESS : 3901 WARBRO RD
STATUS : APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. DUE TO A SPLIT OF THE PARENT PROPERTY IN PLAT BOOK 247
PAGES 61-62, THE NEW TAXID FOR THE LIDL IS 738-681-9293-
0000 AND THE ADDRESS IS 3901 WARBRO RD.
2. WILL THE ADDRESS BE LOCATED ON THE BUILDING OR ON THE
MONUMENT SIGNS? PLEASE EMAIL A DETAIL OF ITS LOCATION AND
WHAT IT WILL BE MADE OF TO JOHANSONA@CHESTERFIELD.GOV IF
IT WILL FACE WARBRO RD, YOU ONLY NEED TO SHOW THE ADDRESS
NUMBER. IF IT WILL FACE HULL STREET RD, THEN YOU WILL
HAVE TO SHOW THE FULL ADDRESS OF 3901 WARBRO RD.
==========================================================
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: GROCERY AT HULL ST. /WARBRO RD.
SITE PLAN NUMBER: 17PR0167
ADDRESS: 3801 WARBRO ROAD
LATEST PLAN DATE: 11/1/16
DEPT. REC'D. DATE: 11/14/16
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 11/18/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. COPY THE FIRE FLOW ESTIMATE FORM TO THE SITE PLAN.
2. 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.
3. SHOW THE NODE MAP AND RESULTS TABLE FOR THE PROPOSED
OR EXISTING HYDRANTS ON SITE SHOWING THE MAXIMUM FIRE
FLOW CAN BE ACHIEVED. WHEN MULTIPLE FIRE HYDRANTS ARE
USED THE COMBINED FLOW MUST BE SIMULTANEOUS.
4. REMOVE THE DOUBLE CHECK ASSEMBLY AND VAULT WITH FDC
ARRANGEMENT FOR FIRE PUMP ON PAGE C6.4.
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: GROCERY AT HULL ST. /WARBRO RD.
SITE PLAN NUMBER: 17PR0167
ADDRESS: 3801 WARBRO ROAD
LATEST PLAN DATE: 1/19/17
DEPT. REC'D. DATE: 1/24/17
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 1/24/17
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: GROCERY AT HULL ST. /WARBRO RD.
SITE PLAN NUMBER: 17PR0167
ADDRESS: 3801 WARBRO ROAD
LATEST PLAN DATE: 3/10/17
DEPT. REC'D. DATE: 3/16/17
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 3/20/17
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: GROCERY AT HULL ST. /WARBRO RD.
SITE PLAN NUMBER: 17PR0167
ADDRESS: 3801 WARBRO ROAD
LATEST PLAN DATE: 3/10/17
DEPT. REC'D. DATE: 5/1/17
SUBMITTAL NUMBER: 4TH REVIEW
REVIEW DATE: 5/2/17
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: GROCERY AT HULL ST. /WARBRO RD.
SITE PLAN NUMBER: 17PR0167
ADDRESS: 3801 WARBRO ROAD
LATEST PLAN DATE: 6/7/17
DEPT. REC'D. DATE: 8/15/17
SUBMITTAL NUMBER: 5TH REVIEW
REVIEW DATE: 8/17/17
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 : GROCERY STORE - HULL STREET AND WARBRO
ROAD
ADDRESS : 3801 WARBRO ROAD
SITE PLAN NO. : 17PR0167
LATEST PLAN DATE : NOVEMBER 01, 2016
DEPT. REC'D DATE : NOVEMBER 09, 2016
SUBMITTAL NUMBER : 1
REVIEW DATE : NOVEMBER 30, 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. 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)
05. HYDRAULIC GRADE LINE CALCULATIONS ARE REQUIRED TO
SUPPORT THE DESIGN OF ALL PROPOSED STORM SEWERS.
(CL-G&D 12)
06. 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)
07. 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)
08. STEPS STD. ST-1 MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION OF ANY STRUCTURE OVER 4 FEET IN
HEIGHT. (CL-G&D 20)
09. SAFETY SLABS (STD. SL-1) MUST BE SPECIFIED IN THE
TABULAR DRAINAGE DESCRIPTION OF ANY STRUCTURE OVER
12 FEET IN HEIGHT.
10. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE
INTO A CONCRETE STRUCTURE. (CL-G&D 21)
11. THE SYMBOL USED FOR DRY GUTTER ON THE PLAN VIEW MUST B
SHOWN ADJACENT TO THE DETAIL FOR ITS CONSTRUCTION.
(CL-G&D 24)
12. 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)
13. 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)
14. ALL AREAS OF PROPOSED PAVEMENT MUST BE STIPPLED.
(CL-G&D 33)
15. A NOTE MUST BE ADDED TO THE SEQUENCE OF CONSTRUCTION
STATING THAT THE VSMP CONSTRUCTION ACTIVITY OPERATOR
AND THE ENVIRONMENTAL INSPECTOR (OR AUTHORIZED
REPRESENTATIVE) MUST ATTEND THE PRE-CONSTRUCTION
MEETING.
16. PROVISIONS MUST BE MADE IN THE SEQUENCE OF CONSTRUCTIO
TO ALLOW ALL PROPOSED SEDIMENT TRAPS AND BASINS TO
REMAIN IN PLACE UNTIL ALL ONSITE CONTRIBUTING AREAS AR
STABILIZED. (CL-EC 7)
17. THE CONSTRUCTION ENTRANCE MUST BE GRAPHICALLY SHOWN ON
THE PLANS AND CONSTRUCTED AS WIDE AS THE PROPOSED
PERMANENT ENTRANCE. (CL-EC 9)
18. SAFETY FENCE (STD. & SPEC 3.01) IS REQUIRED AROUND ALL
SEDIMENT TRAPS AND SEDIMENT BASINS. (CL-EC 15)
19. IN THE ABSENCE OF A DETAILED SOILS REPORT, THE MAXIMUM
VELOCITY ALLOWABLE ON BARE EARTH IS 3.5 FPS. VELOCITIE
BETWEEN 3.5 FPS AND 4.0 FPS REQUIRE A JUTE LINING AND
ANY VELOCITIES GREATER THAN 4.0 FPS REQUIRE A
STRUCTURAL LINING OF EITHER RIP RAP OR CONCRETE.
(CL-EC 17)
20. A TEMPORARY SLOPE DRAIN (STD. & SPEC. #3.15) MUST BE
PROVIDED TO CONVEY RUNOFF FROM THE TOP OF THE FINISHED
SLOPE TO THE BOTTOM AND THEN INTO A SEDIMENT TRAPPING
FACILITY WHERE FILL SECTIONS ARE GREATER THAN 4 FEET.
(CL-EC 32)
21. 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)
22. BLANKET AND MATTING MUST BE SPECIFIED ON ALL EXPOSED
SLOPES 3:1 OR GREATER THAT ARE 5 FEET OR GREATER IN
HEIGHT.
23. ALL SILT MUST BE CLEANED FROM THE SEDIMENT BASIN PRIOR
TO CONVERSION TO THE SWM/BMP. A NOTE MUST BE PROVIDED
IN THE EROSION CONTROL NARRATIVE. (CL-EC 41)
24. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
1. 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)
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. THE FOLLOWING STATEMENT MUST BE PROVIDED ON THE
BMP CERTIFICATION DOCUMENTATION:
"PURSUANT TO 9VAC25-870-55, I HEREBY CERTIFY THAT,
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE
STORMWATER MANAGEMENT FACILITIES SHOWN ON THESE
RECORD DRAWINGS HAVE BEEN CONSTRUCTED IN
ACCORDANCE WITH THE APPROVED PLANS AND
SPECIFICATIONS."
E. "CERTIFY" MEANS TO STATE OR DECLARE A PROFESSIONAL
OPINION BASED ON SUFFICIENT AND APPROPRIATE ONSITE
INSPECTIONS, MATERIAL TESTS, AS-BUILT SURVEY DATA,
AND INFORMATION PROVIDED BY OTHER PROFESSIONALS
AND THE CONTRACTOR, CONDUCTED DURING OR AFTER
CONSTRUCTION.
F. PHOTOGRAPHIC DOCUMENTATION SHALL BE PROVIDED WHICH
COVERS THE CONSTRUCTION/INSTALLATION PROCESS
G. THE CERTIFICATION DOCUMENTATION MUST BE STAMPED
AND SIGNED BY A PROFESSIONAL ENGINEER, CERTIFIED
LAND SURVEYOR, OR ARCHITECT.
3. THE RISER AND BARREL PIPE ASSOCIATED WITH THE SEDIMENT
BASIN MUST BE ON-SITE PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT. (CL-EC 42F)
4. THE LIMITS OF THE RPA AND WETLANDS MUST BE FLAGGED IN
THE FIELD (SURVEY LOCATED) WITH OPTIC ORANGE SAFETY
FENCE PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT.
(CL-EC 42G)
25. SHOW ON THE FIRST SHEET, USING A HIGHLY VISIBLE NOTE,
HOW COMPLIANCE WITH THE CHESAPEAKE BAY PRESERVATION
ORDINANCE HAS BEEN ACCOMPLISHED. THE NOTE MUST LIST
THE METHOD OF COMPLIANCE TO INCLUDE THE TYPE(S) OF BMP
IF AN OPT-OUT REPORT WAS PERFORMED, THE PERSON
PREPARING THE REPORT, THE DATE OF THE REPORT, AND THE
COUNTY APPROVAL DATE MUST BE SPECIFIED. (CL-CBPA 1)
26. A WATER QUALITY IMPACT ASSESSMENT FOR THE PROPOSED
ENTRANCE IN THE RPA ALONG HULL STREET ROAD MUST BE
SUBMITTED TO AND APPROVED BY THE WATER QUALITY SECTION
PRIOR TO PLAN APPROVAL.
27. 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. NATURAL VEGETATED AREA EASEMENTS FOR AREAS CLAIMED AS
FORESTED/OPEN SPACE IN THE VRRM SPREADSHEET, THAT ARE
NOT ENCOMPASSED BY A BMP EASEMENT, RPA OR WITHIN A
PLANNING BUFFER/TREE SAVE AREA
E. INCREMENTAL DRAINAGE AREAS TO EACH BMP, AND THE LAND
COVER TYPES WITHIN EACH DRAINAGE AREA (CL-CBPA 4H)
F. 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
G. PROVIDE CHANNEL AND FLOOD PROTECTION CALCULATIONS
H. PROPOSED EASEMENT LOCATIONS
I. ALL SWM/BMP AREAS THAT ARE TO UTILIZE RUNOFF REDUCTION
IN THE DESIGN SHALL BE PROTECTED FROM CONSTRUCTION
TRAFFIC FOR THE DURATION OF THE PROJECT. IF
CONSTRUCTION TRAFFIC IS TO IMPACT THE SWM/BMP AREA,
THEN COMPOST AMENDMENTS OR UNDERDRAINS SHALL BE USED.
THESE AREAS SHALL BE MARKED ON THE PLANS AND IN THE
FIELD TO PREVENT CONSTRUCTION TRAFFIC IMPACTS.
28. THE REQUIRED LINE TYPE FOR RPA DESIGNATION MUST INCLUD
THE LETTERS "---RPA---RPA---". (CL-CBPA 7)
29. SIGNAGE MUST BE PROVIDED FOR ALL RPA AND NATURAL
VEGETATED AREAS TO REMAIN OR TO BE ESTABLISHED. PROVID
DETAIL.
30. THE EROSION CONTROL AND CBPA COMPLIANCE SHEET(S) MUST
SPECIFY THE PLACEMENT OF PLASTIC OPTIC ORANGE SAFETY
FENCE (STD. & SPEC. 3.01 OF THE VESCH) ALONG THE RPA
LIMITS. THE LIMITS OF THE RPA AND PLACEMENT OF THE
SAFETY FENCE SHALL BE SURVEY LOCATED. (CL-CBPA 9)
31. VEHICULAR SAFETY MEASURES ARE REQUIRED ALONG PARKING
SPACES AND DRIVE AISLES ADJACENT TO RETENTION AND
DETENTION FACILITIES. (CL-CBPA 10)
32. ALL PERMITTED UTILITY LINE CROSSINGS WITHIN THE RPA
MUST MINIMIZE THE AMOUNT OF DISTURBANCE. PERMANENT
EASEMENTS MUST BE SEEDED WITH THE APPROVED RPA NATIVE
SEEDING MIXTURES AND TEMPORARY CLEARING OUTSIDE THE
PERMANENT EASEMENT (BUT WITHIN THE RPA LIMITS) MUST BE
REPLANTED WITH WOODY VEGETATION. PROVIDE THE
APPROPRIATE SEEDING TABLE(S). (CL-CBPA 11)
33. ALL POINTS OF CONCENTRATED INFLOW TO THE SWM/BMP
FACILITY MUST TIE INTO THE BASIN AT THE NORMAL WATER
SURFACE OR BELOW. IF THE OUTFALL IS SUBMERGED, A
MINIMUM OF 3 FEET IS REQUIRED BETWEEN THE INVERT OF TH
INFLOW STRUCTURE AND THE BOTTOM OF THE BASIN.
(CL-CBPA 12)
34. 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)
35. 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)
36. THE EASEMENT ENCLOSING THE BIORETENTION FACILITY MUST
BE LABELED "BIORETENTION BMP EASEMENT".
37. METES AND BOUNDS MUST BE PROVIDED ON THE PLAN SHEET FO
SWM/BMP EASEMENTS AND ACCESS EASEMENTS. (CL-CBPA 16)
38. A MINIMUM 12 FOOT WIDE RAMP MUST BE PROVIDED FROM THE
ACCESS GATE TO THE BOTTOM OF THE SWM/BMP FACILITY. TH
SLOPE CANNOT EXCEED 6:1. (CL-CBPA 17)
39. 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)
40. THE REQUIRED STORAGE VOLUMES FOR WATER QUALITY AND
WATER QUANTITY MUST BE SHOWN ON THE PROFILE VIEW OF
THE BASIN. (CL-CBPA 22)
41. THE TOP OF THE DAM FOR THE BMP MUST BE AT LEAST 8 FEET
WIDE. DIMENSION AND LABEL IN THE PROFILE VIEW.
(CL-CBPA 23)
42. A SHALLOW MARSH PLANTING PLAN MUST ACCOMPANY THE
BMP DESIGN. THE REQUIRED MARSH VOLUME IS NOT INCLUDED
IN THE BMP VOLUME. THE TYPES OF WETLAND VEGETATION TO
BE USED MUST ALSO BE INCLUDED. IT IS RECOMMENDED THAT
THE WETLANDS BOTTOM NOT BE PLANTED UNTIL THE SITE IS
STABILIZED. AT THAT TIME, THE PLANTING LAYOUT MAY BE
MODIFIED BASED ON THE "ACTUAL" WATER LEVELS AND BOTTOM
ELEVATIONS. THE WATER QUALITY SECTION MUST BE INVOLVED
IN ANY LAYOUT MODIFICATIONS.
(CL-CBPA 25)
43. PERFORATIONS IN THE RISER MUST BE PRECAST, NOT FIELD
MADE. PLEASE ADD A NOTE TO THE RISER DETAIL.
(CL-CBPA 26)
44. THE EMERGENCY SPILLWAY MUST BE PAVED IF IT IS USED TO
CONVEY ANY PORTION OF THE 10-YEAR STORM. IF THE
EMERGENCY SPILLWAY IS IN "FILL", THEN IT MUST BE PAVED
TO CONVEY THE 100 YEAR STORM. (CL-CBPA 28)
45. ALL BARREL AND RISER ASSEMBLIES MUST BE "O-RING"
CONCRETE PIPE, NO SMALLER THAN 15 INCHES IN DIAMETER.
(CL-CBPA 29)
46. A TRASH RACK MUST BE PROVIDED FOR THE RISER ASSEMBLY.
A DETAIL IS REQUIRED. (CL-CBPA 30)
47. 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)
48. THE EMBANKMENT MUST HAVE AN IMPERMEABLE CLAY CORE KEYE
INTO THE NATURAL GROUND. PLEASE SHOW A DETAIL.
(CL-CBPA 32)
49. THE LENGTH TO WIDTH RATIO IN BMP BASINS (WATER QUALITY
SHALL BE A MINIMUM OF THREE TO ONE (3:1). CALCULATION
ARE REQUIRED PER THE METHODOLOGY OUTLINED IN SECTION
3.14 OF THE VESCH. (CL-CBPA 34)
50. OUTLET PROTECTION MUST BE PROVIDED IN ACCORDANCE WITH
STD. & SPEC. 3.18 OF THE VESCH FOR ALL PIPES
DISCHARGING INTO THE SWM/BMP FACILITY. A DETAIL MUST
BE SHOWN FOR KEYING CLASS I RIP-RAP INTO THE GROUND AT
LEAST 2 FEET AND PLACING IT OVER FILTER CLOTH.
DIMENSIONS MUST BE SHOWN ON THE PLAN VIEW. (CL-CBPA 35
51. THE SIDE SLOPES IN SWM/BMP FACILITIES SHALL BE NO
STEEPER THAN THREE TO ONE (3:1). LABEL IN THE PROFILE
VIEW. (CL-CBPA 37)
52. PROVISIONS MUST BE MADE IN THE EROSION CONTROL
NARRATIVE FOR CONVERSION OF THE SEDIMENT BASIN INTO A
SWM/BMP FACILITY AFTER THE UPSTREAM AREAS ARE FULLY
STABILIZED. ALL EXISTING SILT MUST BE REMOVED FROM TH
BASIN. (CL-CBPA 39)
53. 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)
54. 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.
55. 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.
56. THE CBPA COMPLIANCE NOTE MUST SPECIFY THE NUMBER OF
PHOSPHOROUS NONPOINT NUTRIENT OFFSETS ACQUIRED
AND THE NAME OF THE OFFSET GENERATING FACILITY.
57. DOCUMENTATION VERIFYING THAT A WATER QUALITY
ENHANCEMENT FEE FROM THE OFFSET BROKER (EQUAL TO SIX
PERCENT OF THE AMOUNT PAID BY THE OWNER FOR THE
NONPOINT NUTRIENT OFFSETS) HAS BEEN PAID TO VIRGINIA
DEQ MUST BE PROVIDED PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT.
58. IT SHOULD BE NOTED THAT THIS SITE IS CLOSE TO THE ROCK
QUARRY AND WILL LIKELY ENCOUNTER ROCK DURING
EXCAVATION.
59. ON THE COVER SHEET:
A) IN THE CBPA NOTE, SPECIFY THE BMP TYPES AND LEVELS.
B) THE RECEIVING WATER SHOULD BE NUTTREE BRANCH.
60. SHEET C2.0:
A) SHOW MINIMIZED LIMITS OF DISTURBANCE FOR PHASE 1
THAT INCLUDES ONLY THE AMOUNT OF DISTURBANCE
REQUIRED TO INSTALL THE PHASE 1 ESC MEASURES.
B) CLARIFY THE MATERIAL FOR THE TEMPORARY CULVERT UNDE
THE CONSTRUCTION ENTRANCE.
C) SUGGEST RELOCATING THE CONSTRUCTION ENTRANCE FURTHE
NORTH ON WARBRO WHERE THE PERMANENT ENTRANCE IS TO
BE CONSTRUCTED TO BETTER CONSTRUCTION VEHICLE
ACCESS.
D) PROVIDE GRADING, TYPICAL SECTION, AND CALCULATIONS
FOR ALL PROPOSED DIVERSIONS.
E) PROVIDE CULVERT INLET AND OUTLET PROTECTION FOR
TEMPORARY CULVERTS.
F) PROVIDE MORE OFFSITE CONTOURS (TYPICAL ON ALL
SHEETS).
G) SHOW THE DRAINAGE AREA LIMITS FOR THE SEDIMENT TRAP
AND BASIN.
H) PROVIDE SUPER SILT FENCE ALONG RPA AND WETLANDS.
61. SHEET C2.1:
A) PROVIDE 1' BETWEEN TOP OF RISER AND EMERGENCY
SPILLWAY FOR THE SEDIMENT BASIN.
B) INCLUDE THE SEDIMENT TRAP VOLUMES AND ELEVATIONS ON
THE PLAN.
62. SHEET C2.2:
A) THE CHANNEL PROTECTION ANALYSIS SHEET IS TRUNCATED
ON THE PAGE.
B) CLARIFY WHEN THE SEDIMENT TRAP AND BASIN IS TO BE
INSTALLED DURING PHASE 1.
C) CLARIFY WHEN TO INSTALL CULVERT INLET AND OUTLET
PROTECTION DURING PHASES 1 AND 2.
D) CLARIFY WHEN THE BMPS ARE TO BE INSTALLED DURING
PHASE 2.
63. ON SHEET C2.4, THE P2 PLAN REFERENCES HENRICO COUNTY.
IT SHOULD BE CHESTERFIELD.
64. ON SHEET C3.0, LABEL THE DESIGN LEVELS FOR THE BMPS.
65. ON SHEET C3.1, IN THE CURB CUT DETAIL, CLARIFY THE CUR
BEING SHOWN IN THE DETAIL.
66. SHEET C4.0:
A) ENSURE THE LIGHT POLE BASE IS NOT OVER TOP OF THE
STORM SEWER.
B) ENSURE PROPOSED BMP EASEMENTS INCLUDE THE OUTFALL T
A NATURAL CHANNEL, ROW, OR OTHER DRAINAGE EASEMENT.
C) CLARIFY THE PIPE TO THE WEST NEAR THE CURRENT PHASE
1 CONSTRUCTION ENTRANCE.
D) PROVIDE PAVED DITCH FOR THE CURB CUTS WITH RIP-RAP
AT THE END.
E) THERE APPEARS TO BE GRADES LABELED SIDEWALK;
HOWEVER, CALL OUTS AND LINEWORK FOR THE SIDEWALK AR
NOT SHOWN. CLARIFY.
F) PIPE OUTFALLS SHALL OUTFALL AT NWSE OR BOTTOM OF
BASIN WITH RIP-RAP.
G) THE CONTOURS AROUND THE TOP OF EXTENDED DETENTION
BASIN APPEAR AS RECTANGLES AND OTHER SHAPES. ENSUR
THE GRADING FOR THE TOP OF BMP IS A CONSTANT
ELEVATION.
H) ENSURE THE GRADING FOR THE CURB CUT AND RIP-RAP TO
THE EAST SIDE OF BIORETENTION 2 PROVIDES ENOUGH
COVER OVER THE PROPOSED PIPE.
I) ONLY CONCRETE PIPE IS ALLOWED WITHIN COUNTY
EASEMENTS. ANY NON-CONCRETE PIPE IN A COUNTY
EASEMENT MUST HAVE AN EXCEPTION REQUEST SUBMITTED T
AND APPROVED BY THE DEPARTMENT DIRECTOR PRIOR TO
PLAN APPROVAL. THIS DOES NOT APPLY TO UNDERDRAINS
ALLOWED IN THE BMP DESIGN.
J) SHOW PROPOSED AND EXISTING UTILITIES.
67. SHEET C4.1:
A) CONTINUE THE RPA LINE UP TO THE RIGHT-OF-WAY.
B) PROVIDE SUPER SILT FENCE ALONG RPA.
C) PROVIDE MORE CONTOURS FOR THE ROAD AND OFFSITE AREA
TO THE EAST.
D) CLARIFY IF THE INLET TO THE WEST IN PHASE 2 IS TO B
REMOVED OR CONVERTED TO A MANHOLE STRUCTURE.
E) IN PHASE 2 PROVIDE SUPER SILT FENCE.
68. ON SHEET C4.2, PROVIDE INLET PROTECTION FOR EXISTING
AND PROPOSED INLETS.
69. SHEET C5.0:
A) CLARIFY THE NEED FOR SOIL COMPOST AMENDMENTS ON THE
SIDE SLOPES. IF THIS IS TO BE USED TO ADJUST THE
LAND COVER FROM MANAGED TURF TO OPEN SPACE OR IN
CONJUNCTION WITH OTHER BMPS IT MUST BE RECORDED IN
AN EASEMENT AND MEET THE SPECIFICATION REQUIREMENTS
B) THE CONDENSATION DRAIN MUST DISCHARGE TO SANITARY.
C) PROVIDE INLET PROTECTION FOR CURB CUTS.
D) ELECTRIC TRANSFORMERS INSIDE OF BMP EASEMENTS WILL
NOT BE APPROVED.
70. STORM PROFILES:
A) SHOW ALL UTILITY CROSSINGS.
B) SHOW OUTLET PROTECTION AT 0% GRADE FOR THE PIPE
OUTFALLS OR SHOW THE FOREBAY, WHICHEVER OCCURS.
C) THE PROFILE FOR A5 CALL OUT FOR PROPOSED GRADE IS
POINTING TO EXISTING GRADE.
D) IN STORM SYSTEM B PROFILE, CONTINUE THE EXISTING
GRADE TO STRUCTURE B0 AND SHOW THE PIPE DISCHARGING
FROM B0 (INCLUDE INVERT OUT INFORMATION).
E) IN STORM SYSTEM C, THERE IS TEXT OVERLAPPING
CALLOUTS OBSCURING THE TEXT.
F) IN STORM SYSTEM C, EX-3 APPEARS TO BE A PROPOSED
STRUCTURE. INCLUDE IN STORM TABLE.
G) IN STORM SYSTEM C, CLARIFY THE MATERIAL TYPE FOR TH
11' PIPE BETWEEN C2 AND EX1.
H) INCLUDE BOTH INVERTS IN CALL OUT FOR C1.
I) IN STORM SYSTEM E, THERE IS 74' OF 12" PVC. 12" IS
ONLY ALLOWED FOR THE FIRST 50'. OVER 50' SHOULD BE
15".
J) PROVIDE 0.10' DROPS FOR PIPES ENTERING AND EXITING
STRUCTURES AND MATCH CROWNS ON PIPE SIZE CHANGES.
71. SHEET C5.4:
A) STRUCTURES A0, E0, AND F0 SHOULD BE ENDWALLS.
B) STRUCTURES A1, B2, AND E1 SHOULD BE DI-3AA.
C) STRUCTURE C1 SHOULD BE DI-4AA.
D) SPECIFY STRUCTURE EX-3 IS TO BE A EW-2.
72. SHEET C5.5:
A) STRUCTURE 03 DETAIL:
1) STRUCTURE 03 WAS NOT LOCATED ON PLANS. VERIFY
STRUCTURE NUMBER.
2) ENSURE PIPES ARE LABELED AS WATERTIGHT OR O-RING
3) PROVIDE TRASH RACK FOR 8"X6" ORIFICE.
B) POND 'A' TYPICAL SECTION.
1) CLARIFY HOW THE NORMAL WATER SURFACE ELEVATION I
1.5' BELOW THE ORIFICE.
2) SIDE SLOPES LESS THAN 3:1 WILL REQUIRE AN
EXCEPTION REQUEST BE SUBMITTED TO AND APPROVED B
THE DIRECTOR OF ENVIRONMENTAL ENGINEERING PRIOR
TO PLAN APPROVAL.
3) CLARIFY THAT THE 4" ORIFICE SHOULD BE PLUGGED AT
CONVERSION OF SEDIMENT BASIN TO PERMANENT
FACILITY.
C) BMP 1 TYPICAL SECTION:
1) THE SECTION SHOWS FLUSH PAVEMENT WITHOUT CURB AN
GUTTER. PLAN VIEW SHOWS CURB AND GUTTER.
2) SHOW THE FILTER FABRIC REQUIRED ON THE SIDES.
3) SHOW THE FILTER FABRIC REQUIRED OVER THE
UNDERDRAIN BETWEEN THE CHOKER LAYER AND THE
UNDERDRAIN STONE.
4) LEVEL 2 BIORETENTION REQUIRES 12" OF STONE UNDER
THE INVERT OF THE UNDERDRAIN.
5) THE BOTTOM OF PRACTICE MUST BE 2' ABOVE SEASONAL
HIGH GROUNDWATER TABLE AND BEDROCK.
6) UNDERDRAIN STONE MUST BE WASHED #57 STONE.
7) LABEL SIDE SLOPES.
8) DI-7 ARE PREFERRED TO REDUCE CLOGGING.
D) BMP 2 TYPICAL SECTION:
1) UNDERDRAIN STONE MUST BE WASHED #57 STONE.
2) LABEL SIDE SLOPES.
3) DI-7 ARE PREFERRED TO REDUCE CLOGGING.
D) PROVIDE VOLUMES FOR THE STORM EVENTS ON THE
CROSS-SECTION.
73. SHEET C5.7:
A) PROVIDE LAND COVER HATCHING BY SOIL GROUP.
B) PROVIDE OFFSITE CONTOURS.
C) PROVIDE A LINE DELINEATING THE SITE AREA USED IN TH
VRRM SPREADSHEET.
74. ON THE UTILITY PLAN IT IS SUGGESTED TO MOVE THE
SANITARY SEWER OUT OF THE RPA AND TO ONLY CROSS THE RP
PERPENDICULAR TO MINIMIZE IMPACTS. ANY IMPACTS TO THE
RPA SHOULD BE ACCOMPANIED BY A NOTE TO MITIGATE THE
IMPACT WITH THE RPA EASEMENT MIX. PROVIDE EASEMENT MI
ON THE PLAN SET.
75. SHEET C7.0:
A) PROVIDE PLANTINGS FOR THE SHALLOW MARSH.
B) PROVIDE PLANTINGS FOR THE BIORETENTION FACILITIES
AND INDICATE GROUND COVER MATERIAL.
C) PROVIDE RPA EASEMENT MIX AND NOTE THE IMPACTS TO TH
RPA ARE TO BE RESEEDED WITH THE MIX.
76. BMP DESIGN:
A) PROVIDE FOREBAYS FOR THE EXTENDED DETENTION POND.
B) PROVIDE UNDERDRAINS FOR THE BIORETENTION.
C) IN BIORETENTION 1, PROVIDE GRAVEL OR RIP-RAP FOR TH
PRETREATMENT CELL IN ACCORDANCE WITH THE
SPECIFICATIONS.
D) BIORETENTION 1 (LEVEL 2) MUST BE MULTI-CELL NOT
INCLUDING THE PRETREATMENT CELL.
F) PROVIDE CLEANOUTS AND OBSERVATION WELLS FOR
UNDERDRAINS AT LEAST EVERY 75'.
E) PROVIDE DESIGN CALCULATIONS FOR THE EXTENDED
DETENTION LEVEL 1 CONSISTENT WITH THE DEQ
SPECIFICATIONS.
F) LABEL CELLS OR FEATURES OF THE BMP ON THE PLANS
(PRETREATMENT, FOREBAY, SHALLOW MARSHES, ETC.)
G) PROVIDE PRINCIPAL AND EMERGENCY SPILLWAY ELEVATIONS
IN CROSS-SECTIONS.
H) SHOW THE SHORTEST FLOW PATH AND LONGEST FLOW PATHS
ON THE PLAN AND LABEL. PROVIDE CALCULATIONS SHOWIN
THE RATIO MEETS DEQ SPECIFICATIONS FOR ALL BMPS.
I) PROVIDE A 0.5% TO 1% LONGITUDINAL SLOPE FOR THE
EXTENDED DETENTION.
J) PROVIDE AN UNDERDRAIN LONGITUDINAL SLOPE FOR THE
BIORETENTION FACILITIES.
K) PROVIDE FOREBAY SIZING CALCULATIONS.
L) THE BOTTOM OF THE EXTENDED DETENTION MUST BE 2'
HIGHER THAN BEDROCK OR THE SEASONAL HIGH WATER
TABLE.
M) AT LEAST 6" IS REQUIRED BETWEEN THE 10-YEAR STORM
AND THE EMERGENCY SPILLWAY ELEVATION.
N) WOODY VEGETATION MUST BE REMOVED FROM WITHIN 15' OF
THE TOE OF THE EMBANKMENT AND 25' OF THE PRINCIPAL
SPILLWAY.
O) THE GRASS FILTER STRIP WILL NOT BE ACCEPTED AS A
FEATURE FOR BMP 1 SINCE ONLY RAINFALL THAT OCCURS
OVERTOP OF THE BIORETENTION WILL ENTER.
P) PROVIDE GRAVEL FLOW SPREADERS FOR THE CURB CUTS TO
BIORETENTION 2.
Q) PROVIDE MATERIAL SPECIFICATIONS FOR THE MATERIAL TO
BE USED IN THE BIORETENTION AND EXTENDED DETENTION
FACILITIES CONSISTENT WITH THE SPECIFICATION
REQUIREMENTS.
R) PROVIDE CONSTRUCTION NARRATIVES FOR THE BMPS
INCLUDING MATERIAL TESTING.
S) PROVIDE NOTES THAT THE UPSTREAM AREAS TO THE BMPS
MUST BE STABILIZED PRIOR TO CONSTRUCTION OF THE
BMPS.
T) PROVIDE NOTES THAT THE PRETREATMENT CELLS ARE TO BE
INSTALLED PRIOR TO THE MAIN FEATURES OF THE BMP.
77. CALCULATIONS:
A) IT APPEARS ONLY TWO OUTFALLS WERE ANALYZED FOR
CHANNEL AND FLOOD PROTECTION OUTFALLS. THIS SITE
HAS AT LEAST SIX OUTFALLS. PROVIDE ANALYSIS FOR AL
OUTFALLS.
B) PROVIDE SPREAD CALCULATIONS.
C) CLARIFY IF INLET SHAPING IS USED IN THE
CALCULATIONS.
D) PROVIDE CALCULATIONS FOR ALL DITCHES.
E) THE DRAINAGE AREA FOR ST-A DOES NOT MATCH THE PLAN
SHEET.
F) PROVIDE SEDIMENT BASIN CALCULATIONS ON VESCH
WORKSHEETS.
G) IN THE CHANNEL PROTECTION ANALYSIS, THE TARGET Q
CANNOT BE GREATER THAN THE EXISTING Q.
H) THE BMP 1 CALCULATIONS STATES THE ROOF DRAINAGE IS
TO NOT GO THROUGH TWO PRACTICES AS REQUIRED.
EXCEPTIONS FOR ROOF DRAINS NOT GOING THROUGH TWO
PRACTICES IN A LEVEL TWO WERE NOT FOUND IN THE
SPECIFICATIONS. LEAFS AND OTHER SEDIMENT CAN BUILD
UP ON ROOFS. PROVIDE TWO PRETREATMENT MEASURES IN
ACCORDANCE TO THE SPECIFICATIONS.
I) THE VOLUME TABLE FOR BIORETENTION 1 DOES NOT MATCH
THE DETAIL PROVIDED IN PLAN SET.
J) THE SURFACE AREA FOR BMP 1 DOES NOT MATCH THE PLAN
SHEET. IT SHOULD ONLY INCLUDE THE AREA WITH MEDIA.
K) IN THE ROUTINGS, PROVIDE A CURVE NUMBER ANALYSIS.
L) USE THE 2011 SPECIFICATIONS FOR THE VRRM
SPREADSHEET.
M) THE SITE APPEARS TO USE ALL C SOILS IN THE VRRM
SPREADSHEET. B SOILS WERE INDICATED IN AREAS ON TH
WEB SOIL SURVEY.
N) RPA AREAS ON THE PROPERTY CAN BE CONSIDERED OPEN
SPACE.
O) AREAS OF BMPS NOT NORMALLY INUNDATED WITH WATER CAN
BE CONSIDERED AS OPEN SPACE.
P) CLARIFY WHERE THE PAVED PARKING IS LOCATED IN THE
EXISTING HULL AND WARBRO OUTFALL.
Q) SUGGESTED TO USE ADJUSTED CURVE NUMBERS IN THE
ROUTINGS.
R) INDICATE STARTING WATER SURFACE ELEVATION FOR THE
EXTENDED DETENTION POND.
S) PROVIDE SEPARATE STORM SEWER AND HGL CALCULATIONS
AND INDICATE ENERGY LOSSES IN THE HGL CALCULATIONS.
78. 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.
79. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
80. AS-BUILT BMP INFORMATION WILL BE REQUIRED FOR EACH
BMP FACILITY AS PART OF ITS FUTURE CERTIFICATION.
81. 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)
82. THE BMP MUST BE CERTIFIED PRIOR TO RELEASE OF THE BMP
PERFORMANCE BOND.
83. THE RISER AND BARREL PIPE ASSOCIATED WITH THE SEDIMENT
BASIN MUST BE ON-SITE PRIOR TO ISSUANCE OF A LAND
DISTURBANCE PERMIT.
84. 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.
85. 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.
86. 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 $3400
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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