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CASE NO: 17PR0116 STATUS: APPROVED - ADMIN
PROJECT NAME: OAKLAKE BUILDING 3 - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: COMMERCIAL
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 00 08/02/16 08/23/16 ******** ********
ENVIR.ENGR.-: 02 03/30/17 04/20/17 ******** 08/25/16 DLD 706-2031
FIRE DEPT.--: 02 03/30/17 04/20/17 COMPLETE 04/06/17 AWB 717-6167
MAPPING/GIS-: 02 03/30/17 04/20/17 COMPLETE 04/19/17 AMJ 768-7549
PLANNING----: 02 03/30/17 04/20/17 COMPLETE 04/18/17 WST 768-7566
TRANSPORT.--: 02 03/30/17 04/20/17 COMPLETE 04/19/17 SJA 751-4461
UTIL.PLAN.--: 02 03/30/17 04/20/17 ******** ********
UTILITIES---: 02 03/30/17 04/20/17 AMENDED* 05/18/17 LV 748-1863
UTIL.R.O.W.-: 02 03/30/17 04/20/17 ******** ********
VDOT--------: 02 03/30/17 04/20/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : LINNETTE VASQUEZ, P.E./748-1863
NAME OF PLAN : OAKLAKE BLDG 3 12765 OAK LAKE COURT
ADDRESS : 12765 OAK LAKE COURT
SUBMISSION DATE : 8/2/16
PLAN DATED : 7/26/16
REVIEW DATE : 8/23/16
SITE PLAN NO. : 17PRO116
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW :
PLAT PROCESS :
1. UTILITIES PROJECT 16-0229 NUMBER SHALL BE PLACED ON
THE LOWER RIGHT HAND CORNER OF EACH SHEET.
2. PROVIDE ADDRESS OF DEVELOPER/OWNER ON COVER SHEET.
3. ADD OR PROVIDE LOCATION OF MISS UTILITY NOTE.
4. REVISE VERTICAL SCALE ON PROFILE SHEETS TO 1 IN EQUAL
TO 5 FT.
5. EXISTING LINES NEED TO DARKENED AND DASHED LINE TYPE.
REVISE LEGEND AS APPLICABLE.
6. MOVE WATER METER TO WITHIN THE RIGHT OF WAY.
7. CLEARLY SHOW PROPOSED FIRE HYDRANT ON UTILITIES PLAN
SHEET. MOVE OVERLAPPING TEXT.
8. 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.
9. LABEL ALL WATER AND SEWER PRIVATE BEYOND RIGHT OF WAY
ON ALL PLAN AND PROFILE SHEETS.
10. CLEARLY SHOW LABEL FOR ROW ON UTILITIES PLAN SHEET.
11. PROVIDE LOCATION OF UTILITIES DETAIL NOTES.
12. VERIFY THAT THERE ARE NO STRUCTURES PROPOSED IN ANY
WATER OR SEWER EASEMENT. THIS INCLUDES ALL PROPOSED STORM
SEWERS, ETC. CLEARLY SHOW LIMITS OF EXISTING BUILDING.
13. VERIFY ALL EXISTING AND PROPOSED STORM SEWER LINES,
GAS, TELEPHONE, POWER, AND OTHER UTILITY LINES WHICH CROSS
OR RUN PARALLEL TO THE SEWER OR WATER MAINS , ARE SHOWN
WITH HORIZONTAL AND VERTICAL SEPARATIONS GIVEN.
14. LABEL ALL EXISTING WATER AND SEWER TO BE DEMOLISHED OR
ABANDONED ON DEMOLITION PLAN IF APPLICABLE.
15. LABEL REFERENCE DISTANCES FROM PROPOSED AND/OR
EXISTING WATERLINE TO RIGHT OF WAY, OTHER UTILITY LINES,
FACE OF CURB, ETC. ON UTILITY PLAN SHEET.
16. VERIFY THAT NO LIGHT POLES OR TREES ARE LOCATED WITHIN
A WATER OR SEWER EASEMENT. VERIFY IF A AN IRRIGATION SYSTE
WILL BE USED AS WELL AND IF A LANDSCAPE PLAN WILL BE
INCLUDED.
17. PROVIDE AND/OR SHOW A MINIMUM OF TWO VALVES FOR TEES
AND THREE VALVES FOR CROSSES. SHOW AND LABEL VALVES FOR
PROPOSED FIRE HYDRANT AND EXISTING WATERLINE
18. PROVIDE SIMULTANEOUS FLOW TEST INFORMATION RESULTS ON
WATER FLOW INFORMATION AS PER DES-5. PROVIDE NODE MAP AND
CALCULATION ON PLAN SET.
19. 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.
20. 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 BASED ON THE APPROVED SITE PLAN. BE ADVISED THAT I
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.
21. 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 : OAKLAKE BLDG 3 12765 OAK LAKE COURT
ADDRESS : 12765 OAK LAKE COURT
SUBMISSION DATE : 1/19/17
PLAN DATED : 1/18/17
REVIEW DATE : 2/15/17
SITE PLAN NO. : 17PRO116
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : SEE COMMENT # 14
PLAT PROCESS :
.
1. AN ADDITIONAL EASEMENT MAY BE ADDED TO THE EXISTING MET
INSTEAD OF MOVING THE WATER METER. SHOW AND LABEL PROPOSE
EASEMENT.
2. MOVE OVERLAPPING TEXT ON SHEET C08 AT MANHOLES 6 AND 8.
3. INDICATE WITH RESPONSE TO THIS COMMENT IF THE RIGHT OF
S ALREADY DEDICATED FOR THE PROPOSED FIRE HYDRANT.
4. AS PER PREVIOUS COMMENT, PROVIDE A COPY OF NOTIFICATION
TO ALL ADJACENT PROPERTY OWNERS PRIOR TO PERFORMING ANY DE
GN AND/OR SURVEYING WORK. COORDINATE WITH APPLICABLE ADJAC
T PROPERTY OWNERS IN REGARDS TO ANY POSSIBLE IMPACTS INCLU
NG BUT NOT LIMITED TO PROPERTY ACCESS.
.
5. PROVIDE AND LABEL A SANITARY CLEAN OUT AT THE PROPERTY
NE FROM THE EXISTING MANHOLE TIE IN.
6. AS PER PREVIOUS COMMENT, LABEL ALL SEWER PRIVATE BEYOND
IGHT OF WAY ON SANITARY SEWER PROFILE.
7. PROVIDE LABEL AT EXISTING MANHOLE TO TIE IN WITH KOR-N-
QUAL.
8. AS PER PREVIOUS COMMENT, PROVIDE LOCATION OF UTILITIES
TAIL NOTES.
9. PROVIDE A SEPARATE ATTACHMENT OF METER SIZING FORM PROV
PLANS. VERIFY THAT A DRINKING FOUNTAIN IS NOT BEING
OPOSED.
.
13. AS PER PREVIOUS COMMENT, LABEL VALVES TO BE USED FOR C
-OFF DURING TIE-IN. CALCULATE AND LABEL DISTANCE FROM EXIS
NG VALVES TO PROPOSED CONNECTION ON UTILITIES PLAN SHEET.
14. IF TABLE REVIEW IS REQUESTED FOR THIS PROJECT, PLEASE
BMIT PDFS OF ALL REVISED SHEETS. HIGHLIGHT ALL CHANGES ON
E PDFS. PLEASE SUBMIT AT LEAST 48 HOURS PRIOR TO SCHEDULED
ABLE REVIEW SUBMITTAL.
15. 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 BASED ON THE APPROVED SITE PLAN. BE ADVISED THAT I
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.
16. 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 : OAKLAKE BLDG 3 12765 OAK LAKE COURT
ADDRESS : 12765 OAK LAKE COURT
SUBMISSION DATE : 4/3/17
PLAN DATED : 3/24/17
REVIEW DATE : 4/20/17
SITE PLAN NO. : 17PRO116
COMMENTS : 3RD REVIEW-NOT APPROVED
TABLE REVIEW : SEE COMMENT # 6
PLAT PROCESS :
*
1. PER CHESTERFIELD COUNTY'S PRETREATMENT SECTION, PLEASE
PROVIDE A MONITORING MANHOLE AT LOCATION #2. REVISE ON PLA
AND PROFILE SHEET. ADD DETAIL.
*
2. REGARDING PREVIOUS COMMENT #8, UPDATE UTILITIES NOTE
#4 ON DES-2 ON SHEET C9.2 TO INDICATE AN ELEVATION "AT OR
BELOW 301 FT CONTOUR." ADD NOTE ON UTILITIES PLAN SHEET IF
ONE IS REQUIRED.
*
3. REGARDING PREVIOUS COMMENT #9, UPDATE ALL INFORMATION
ON METER SIZING FORM BOTH ON PLAN AND SEPARATE ATTACHMENT.
VERIFY IF LAVATORY OR KITCHEN SINKS ARE BEING PROPOSED AND
IF THE DEVELOPER DECIDES TO ADD A DRINKING FOUNTAIN PLEASE
INCLUDE IT ON THE FORM AS WELL.
*
4. NOTE THAT IF AN UPGRADE TO A 1" WATER METER IS
NECESSARY THE WATER SERVICE IS REQUIRED TO BE 1" ALSO AND
THE EXISTING SERVICE WOULD HAVE TO BE LABELED TO BE
ABANDONED PER SPECIFICATION PART III SECTION 5 III 3.05 AN
3.06. ADDITIONAL NOTES MAY NEED TO BE ADDED.
*
5. REGARDING PREVIOUS COMMENT #10, PROVIDE START POINT
INFORMATION SHEETS INCLUDING MAP AND HYDRANT CURVE ON PLAN
SHEET. ADD PIPE DISTANCE TO TABLES TO VERIFY WATER FLOW
RESULTS.
*
6. IF TABLE REVIEW IS REQUESTED FOR THIS PROJECT, PLEASE
SUBMIT PDFS OF ALL REVISED SHEETS. HIGHLIGHT ALL CHANGES O
THE PDFS. PLEASE SUBMIT AT LEAST ONE WEEK PRIOR TO
SCHEDULED TABLE REVIEW SUBMITTAL IF POSSIBLE.
*
7. REVISE MATERIALS LIST AS APPLICABLE.
*
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 BASED ON THE APPROVED SITE PLAN. BE ADVISED THAT I
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.
*
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).
*
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : LINNETTE VASQUEZ, P.E./748-1863
NAME OF PLAN : OAKLAKE BLDG 3 12765 OAK LAKE COURT
ADDRESS : 12765 OAK LAKE COURT
SUBMISSION DATE : 5/10/17
PLAN DATED : 5/10/17 TABLE
REVIEW DATE : 5/10/17
SITE PLAN NO. : 17PRO116
COMMENTS : NOT APPROVED
TABLE REVIEW :
PLAT PROCESS :
*
*
1. LABEL ALL THE WATER AND SEWER QUANTITIES ON COVER
*
2. 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 BASED ON THE APPROVED SITE PLAN. BE ADVISED THAT I
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.
*
3. 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 : OAKLAKE BLDG 3 12765 OAK LAKE COURT
ADDRESS : 12765 OAK LAKE COURT
SUBMISSION DATE : 5/12/17
PLAN DATED : 5/10/17 REVISED
REVIEW DATE : 5/12/17
SITE PLAN NO. : 17PRO116
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 BASED ON THE APPROVED SITE PLAN. BE ADVISED THAT I
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.
*
2. 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: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: OAKLAKE BUILDING 3
SITE PLAN NUMBER: 17PR0116
LATEST PLAN DATE: 07/26/16
DEPT. REC'D. DATE: 08/04/16
SUBMITTAL NUMBER: ONE
REVIEW DATE: 08/09/16
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: OAKLAKE BUILDING 3
SITE PLAN NUMBER: 17PR0116
LATEST PLAN DATE: 01/18/17
DEPT. REC'D. DATE: 01/23/17
SUBMITTAL NUMBER: ONE
REVIEW DATE: 01/25/17
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
NAME OF PLAN: OAKLAKE BUILDING 3
SITE PLAN NUMBER: 17PR0116
LATEST PLAN DATE: 03/24/17
DEPT. REC'D. DATE: 04/03/17
SUBMITTAL NUMBER: THREE
REVIEW DATE: 04/19/17
RECOMMENDATION: APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #-----STEVE TUGWELL / (804)768-7566
EMAIL------------------TUGWELLS@CHESTERFIELD.GOV
NAME OF PLAN-----------OAK LAKE, BUILDING 3
SITE PLAN NUMBER-------17PR0116
ADDRESS----------------12765 OAK LAKE COURT
LATEST PLAN DATE-------7/26/16
DEPT. REC'D. DATE------8/2/16
SUBMITTAL NUMBER-------1 (ADJ)
REVIEW DATE------------8/15/16
RECOMMENDATION------ NOT APPROVED
TABLE REVIEW-----------NO
LANDSCAPE PLAN STATUS--NOT YET SUBMITTED
ARCHITECTURAL ELEVATIONS--NOT YET SUBMITTED
LIGHTING PLAN/CUTSHEETS---NOT YET SUBMITTED
IRRIGATION/HOSEBIB PLAN---NOT YET SUBMITTED
REVIEW COMMENTS:
PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS & 1 COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE
A RESPONSE TO COMMENTS, USING THE SPACE BELOW EACH
COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED
EACH REVIEW COMMENT. NOTE ON WHAT SHEET EACH
REQUESTED CHANGE IS PROVIDED. PROVIDE A TRANSMITTAL
LETTER TO DESCRIBE ANY CHANGES TO THE PLANS NO
CAUSED BY STAFF REVIEW COMMENTS.
1. PROVIDE THE PROJECT CASE NUMBER (17PR0116) IN THE LOWER
RIGHT-HAND CORNER OF EACH SHEET.
2. [SEC. 19.1-27.F.] SHOW ON THE PLANS ALL ADJACENT
PROPERTIES CURRENT USES.
3. IDENTIFY THE DEVELOPMENT AREA OF THE COUNTY WHERE THE
SITE IS LOCATED: (EMERGING GROWTH AREA)
4. ADD ZONING CASES "87SN0016 AND 96SN0227" TO THE TITLE
SHEET THAT ESTABLISHED ZONING ON THE SITE.
5. [SEC. 19.1-27.F] IDENTIFY THE BUILDING, DRIVEWAY, AND
PARKING SETBACKS FOR FRONT, SIDE, AND REAR YARDS, AND
LABEL THEM ON THE PLAN ALONG WITH ANY REQUIRED LANDSCA
STANDARD TO BE APPLIED THROUGH THE DEVELOPMENT OF THE
LANDSCAPE PLAN.
6. [SEC. 19.1-208.B] MAKE SURE ALL SETBACKS FROM PUBLIC
ROADS ARE MEASURED FROM THE ULTIMATE RIGHT-OF-WAY. LAB
THE EXISTING RIGHT-OF-WAY AND THE ULTIMATE RIGHT-OF-WA
ON ALL PUBLIC ROADS ON THE SITE PLAN, EVEN IF THE
ULTIMATE AND EXISTING RIGHT-OF-WAY IS THE SAME.
7. SUGGEST MOVING THE HANDICAP PARKING SPACE IN FRONT OF
E CENTER TENANT SPACE TO ALLOW FOR MORE CENTRAL ACCESS TO
ALL BUILDING ENTRANCES, AND SHOW CONNCETION OF HANDICA
ACCESS AISLES TO SIDEWALK.
8. [SEC. 19.1-246] AT LEAST A CONCEPTUAL LANDSCAPING PLAN
SHALL BE APPROVED PRIOR TO RELEASE OF FINAL SITE PLAN
APPROVAL. WHETHER THE PLAN SUBMITTED IS A CONCEPTUAL O
DETAILED LANDSCAPE PLAN, THE PLAN SHALL COMPLY WITH AL
REQUIREMENTS OF SEC. 19.1-246.
9. [SEC. 19.1-253.B.] PARKING LOTS MUST BE DESIGNED
TO INCLUDE 30 S. F. OF INTERIOR PARKING LOT LANDSCAPIN
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.
10.[SEC. 19.1-247] TREES AND SHRUBS WITHIN REQUIRED SETBA
S ALONG THE ROAD AND BUFFERS SHALL BE RETAINED TO PROVID
CONTINUITY,IMPROVE BUFFERING, AND MINIMIZE NEW
LANDSCAPING THAT REQUIRES WATERING.
11.HEALTHY EXISTING TREES MAY BE CREDITED TOWARD PLANTING
REQUIREMENTS SO LONG AS EXISTING VEGETATION IS REASONA
Y DISTRIBUTED THROUGHOUT THE LENGTH OF THE SETBACK AREA.
12.REMOVAL OF EXISTING TREES WITHIN THE SETBACK OR BUFFER
WITHOUT WRITTEN APPROVAL FROM THE PLANNING DEPT. SHALL
RESULT IN TWO (2)TREES BEING PLANTED FOR EACH TREE
REMOVED, PER SEC. 19.1-249(C)2.
13.ANY EXISTING TREES IN SETBACKS THAT ARE APPROVED FOR
REMOVAL SHALL BE SHOWN AS SUCH ON THE EROSION CONTROL,
GRADING AND LANDSCAPE PLANS PER SEC. 19.1-247(A)1.
14.PROVIDE STANDARD COUNTY LANDSCAPE NOTES ON DETAILED
LANDSCAPE PLAN.
15.EACH REVIEW OF DETAILED LANDSCAPE PLANS AFTER APPROVA
OF THE SITE PLAN INCURS A RESUBMITTAL FEE AND IS TRACKED
S A SITE PLAN REVIEW UNTIL APPROVED. APPROVAL MUST BE
OBTAINED PRIOR TO TEMPORARY OCCUPANCY OF THE BUILDING
ER SEC. 19.1-246B.
16.PER SEC. 19-253(B), THE TOTAL NUMBER OF TREES IN A
PARKING LOT SHALL BE 1 PER 200 S.F. OF LANDSCAPE AREA
IN THE PARKING LOT. SHOW THE CALCULATION FOR TOTAL
NUMBER OF TREES. (EXAMPLE: 3000 S.F. LANDSCAPE AREA
DIVIDED BY 200 S.F. PER TREE = 15 TREES).
17. PER SEC. 19-519(A & B), AT LEAST 50% OF THE TREES
SHALL BE LARGE MATURING TREES THAT ARE IN ISLANDS WITH
MINIMUM WIDTH OF 15 FEET AND 250 S.F. IN SIZE. SMALL
MATURING TREES SHALL BE IN ISLANDS WITH A MINIMUM WIDT
OF 9 FEET AND BE 150 S.F. IN SIZE.
18. PROVIDE SIZES OF PROPOSED ISLANDS.
19. PER SEC. 19.1-27 E., THE LANDSCAPE PLAN SHALL IDENTIFY
THE STATE REGISTERED LANDSCAPE ARCHITECT, NURSERYMAN, OR
LANDSCAPE DESIGNER PREPARING THE PLAN.
20. SEC. 19.1-249 B., ALL LANDSCAPED AREAS SHALL BE
PROVIDED WITH A READILY AVAILABLE WATER SUPPLY. THE
COUNTY ACCEPTS EITHER YARD HYDRANTS AND/OR HOSE BIBS
WITHIN 100 FEET OF ALL NEW PLANTINGS OR AN IRRIGATION
SYSTEM FOR ALL AREAS OF NEW PLANTINGS. THE COUNTY ALSO
ACCEPTS A 3-YEAR CONTINUOUS MAINTENANCE CONTRACT WITH
REPUTABLE LANDSCAPING MAINTENANCE COMPANY. CERTAIN ARE
DIFFICULT TO SERVE WITH WATER MAY BE PLANTED WITH DROUGHT
TOLERANT NATIVE SPECIES. INSURE WATER INFORMATION IS
SUPPLIED ON UTILITY DEPARTMENT METER SIZING FORMS.
21. SHOW ON THE LANDSCAPE PLAN OR ADDITIONALLY ON A SEPAR
E LIGHTING PLAN THE LOCATION OF ALL EXTERIOR SITE LIGHT
G MOUNTED ON POLES,THE BUILDING, OR ON THE GROUND AND H
E THEM KEYED TO CUT SHEETS FOR EACH LIGHT FIXTURE SHOWN
N THE PLAN.
22. SEC. 19.1-205, IF SITE LIGHTING IS PROPOSED, ALL LIGH
FIXTURES SHALL BE OF A DIRECTIONAL TYPE THAT SHIELDS
E LIGHT SOURCE FROM DIRECT VIEW FROM ANY ADJOINING PUBL
RIGHT-OF-WAY.
23. PROVIDE 2 COPIES OF RENDERINGS/ELEVATIONS OF THE
BUILDINGS WITH ALL BUILDING MFATERIALS 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.
24. SHOW ANY EXISTING AND/OR PROPOSED GAS, POWER, AND
TELEPHONE LINES AND EASEMENTS (IF KNOWN).
25. THE FIRST SUBMITTAL SHALL INCLUDE A PLAN DATE (MONTH
DAY & YEAR), AND EACH REVISED SET OF PLANS SHALL SHO
A REVISION DATE.
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #-----STEVE TUGWELL / (804)768-7566
EMAIL------------------TUGWELLS@CHESTERFIELD.GOV
NAME OF PLAN-----------OAK LAKE, BUILDING 3
SITE PLAN NUMBER-------17PR0116
ADDRESS----------------12765 OAK LAKE COURT
LATEST PLAN DATE-------1/18/17
DEPT. REC'D. DATE------1/18/17
SUBMITTAL NUMBER-------2
REVIEW DATE------------2/1/17
RECOMMENDATION------ NOT APPROVED
TABLE REVIEW-----------NO
LANDSCAPE PLAN STATUS-- SUBMITTED
ARCHITECTURAL ELEVATIONS--NOT YET SUBMITTED
LIGHTING PLAN/CUTSHEETS---NOT YET SUBMITTED
IRRIGATION/HOSEBIB PLAN---NOT YET SUBMITTED
REVIEW COMMENTS:
PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS & 1 COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE
A RESPONSE TO COMMENTS, USING THE SPACE BELOW EACH
COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED
EACH REVIEW COMMENT. NOTE ON WHAT SHEET EACH
REQUESTED CHANGE IS PROVIDED. PROVIDE A TRANSMITTAL
LETTER TO DESCRIBE ANY CHANGES TO THE PLANS NO
CAUSED BY STAFF REVIEW COMMENTS.
[SEC. 19.1-27.F.] SHOW THE ZONING FOR THE TWO ADJACENT
PARCELS TO THE SOUTH.
2. SEC. 19.1-249 B., 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 IRRIGATIO
SYSTEM FOR ALL AREAS OF NEW PLANTINGS. THE COUNTY AL
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.
3. SHOW ON THE LANDSCAPE PLAN OR ADDITIONALLY ON A
SEPARATE LIGHTING PLAN THE LOCATION OF ALL EXTERIOR
SITE LIGHTING MOUNTED ON POLES, THE BUILDING, OR ON
THE GROUND AND HAVE THEM KEYED TO CUT SHEETS
FOR EACH LIGHT FIXTURE SHOWN ON THE PLAN.
4. SEC. 19.1-205, IF SITE LIGHTING IS PROPOSED, ALL LIGHT
FIXTURES SHALL BE OF A DIRECTIONAL TYPE THAT SHIELDS
THE LIGHT SOURCE FROM DIRECT VIEW FROM ANY ADJOINING
PUBLIC RIGHT-OF-WAY.
5. PROVIDE 2 COPIES OF RENDERINGS/ELEVATIONS OF THE
BUILDINGS WITH ALL BUILDING MFATERIALS 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.
. LANDSCAPE REPLACEMENT SHALL BE REGULATED PER
SEC. 19.1-249.1., 2., & 3. OF THE ZONING
ORDINANCE.
7. LANDSCAPING SURETY REQUIREMENTS AND MAINTENANCE
SHALL BE PERFORMED IN ACCORDANCE WITH SEC. 19.1-
248.A & B. OF THE ZONING ORDINANCE.
8. MAINTENANCE GUARANTEE: PRIOR TO RECEIVING AN
OCCUPANCY PERMIT. THE APPLICANT SHALL PROVIDE A
LETTER OF GUARANTEE (COUNTY FORMAT) TO INSURE
REPLACEMENT OF UNHEALTHY, DYING, DEAD OR POLLARDED
LANDSCAPING WITHIN THE FIRST YEAR OF INSTALLATION,
PER SEC. 19.1-248.B.
**********************************************************
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #-----STEVE TUGWELL / (804)768-7566
EMAIL------------------TUGWELLS@CHESTERFIELD.GOV
NAME OF PLAN-----------OAK LAKE, BUILDING 3
SITE PLAN NUMBER-------17PR0116
ADDRESS----------------12765 OAK LAKE COURT
LATEST PLAN DATE-------3/24/2017
DEPT. REC'D. DATE------3/30/2017
SUBMITTAL NUMBER-------3
REVIEW DATE------------4/18/2017
RECOMMENDATION------ NOT APPROVED
TABLE REVIEW-----------YES
LANDSCAPE PLAN STATUS--SUBMITTED
ARCHITECTURAL ELEVATIONS--SUBMITTED
LIGHTING PLAN/CUTSHEETS--- SUBMITTED
IRRIGATION/HOSEBIB PLAN--- SUBMITTED
REVIEW COMMENTS:
PUT A REVISION DATE ON THE RESUBMITTED PLANS. RESUBMIT
10 FULL SETS & 1 COPY OF THE SITE PLAN SHEET TO THE
PLANNING DEPARTMENT FOR YOUR NEXT REVIEW. PROVIDE
A RESPONSE TO COMMENTS, USING THE SPACE BELOW EACH
COMMENT TO DESCRIBE HOW YOU HAVE ADDRESSED
EACH REVIEW COMMENT. NOTE ON WHAT SHEET EACH
REQUESTED CHANGE IS PROVIDED. PROVIDE A TRANSMITTAL
LETTER TO DESCRIBE ANY CHANGES TO THE PLANS NO
CAUSED BY STAFF REVIEW COMMENTS.
1. PROVIDE FOR PERIMETER LANDSCAPING B IN THE SIDE YARD
ADJACENT TO THE PROPERTY TO THE WEST THAT IS NOT WITHIN
THE SAME PROJECT. TABLE 19.1-251.
2. PROVIDE THE COLOR FOR THE PROPOSED METAL ROOF PANELS AN
CLARIFY WHAT ADJACENT BUILDING THE PROPOSED BUILDING
WILL MATCH.
REVIEW NOTES:
1. PER THE INTERNATIONAL FIRE CODE, FEDERAL REGULATIONS F
HIGH VOLTAGE TRANSMISSION LINES, THE COUNTY CPTED
POLICY, AND COUNTY ORDINANCE SEC. 19.1-246, THE DESIGN
OF PARKING AREAS SHALL FULLY CONSIDER AND PLAN TO
MINIMIZE POTENTIAL CONFLICTS BETWEEN MATURING
LANDSCAPING AND THE VISIBILITY AND ACCESS TO FIRE
HYDRANTS, CLEARANCES TO HIGH POWER TRANSMISSION LI
S, SITE LIGHTING, AND VISIBILITY FOR MOTORISTS EXITIN
PARKING ROWS. SITE LAYOUT SHALL BE CHECKED TO DETE
INE THAT SUFFICIENT INTERNAL PARKING LOT PLANTING AREA
EXISTS TO MEET THE REQUIREMENTS OF SEC. 19.1-253 W
H FIRE HYDRANTS AND RELATED UTILITY BOXES, AND CONFL
TS WITH OVERHEAD POWER LINES AND SITE LIGHTING.
2. LANDSCAPING SURETY REQUIREMENTS AND MAINTENANCE
SHALL BE PERFORMED IN ACCORDANCE WITH SEC. 19.1-248.A
& B. OF THE ZONING ORDINANCE.
3. MAINTENANCE GUARANTEE: PRIOR TO RECEIVING AN
OCCUPANCY PERMIT. THE APPLICANT SHALL PROVIDE A
LETTER OF GUARANTEE (COUNTY FORMAT) TO INSURE
REPLACEMENT OF UNHEALTHY, DYING, DEAD OR POLLARDED
LANDSCAPING WITHIN THE FIRST YEAR OF INSTALLATION,
PER SEC. 19.1-248.B.
4. LANDSCAPE REPLACEMENT SHALL BE REGULATED PER
SEC. 19.1-249.1., 2., & 3. OF THE ZONING ORDINANCE.
==========================================================
==========================================================
REVIEW DEPARTMENT: IST / GIS
REVIEWER : AMY JOHANSON 768-7549
NAME OF PLAN : OAKLAKE BUILDING 3
PLAN NO. : 17PR0116
LATEST PLAN DATE : 7/26/16
RECEIVED DATE : 8/4/16
SUBMITTAL NUMBER : 1
REVIEW DATE : 8/19/16
RECOMMENDATION : APPROVED
==========================================================
==========================================================
DEPARTMENT REVIEW: IST / HOUSE NUMBERING SECTION
REVIEWER: AMY JOHANSON
PHONE NUMBER: 768-7549
CASE NUMBER: 17PR0116
NAME OF PLAN: OAKLAKE BUILDING 3
ADDRESS: PENDING
DATE OF REVIEW: 8/19/16 REVIEW # 1
STATUS: HOUSE NUMBERING NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS
CONCERNING THE COMMENTS BELOW.
1) LOCATION OF STREET ADDRESS SIGN IS NOT SHOWN.
(THE ADDRESS CAN BE PART OF YOUR MONUMENT SIGN.
THIS DOES NOT COUNT AS PART OF THE SQUARE FOOTAGE OF THE
SIGN. IF YOU ARE USING THE MONUMENT SIGN FOR THE ADDRESS,
A DETAIL OF THE MONUMENT SIGN NEEDS TO BE ON THE SITE
PLAN.)
2) SPECIFY THE MATERIAL THAT THE ADDRESS SIGN IS TO BE
MADE OF (MATERIAL TO BE MORE DURABLE THAN WOOD).
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : OAKLAKE BUILDING 3
CASE NUMBER : 17PR0116
LATEST PLAN DATE : 1/18/17
RECEIVED DATE : 1/23/17
SUBMITTAL NUMBER : 2
REVIEW DATE : 2/3/17
ADDRESS : PENDING
STATUS : APPROVED
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : OAKLAKE BUILDING 3
CASE NUMBER : 17PR0116
LATEST PLAN DATE : 3/24/17
RECEIVED DATE : 4/6/17
SUBMITTAL NUMBER : 3
REVIEW DATE : 4/19/17
ADDRESS : ASSIGNED
STATUS : APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. THE ADDRESSES WILL BE 12753, 12757, 12761, 12765 AND
12769 OAK LAKE CT.
==========================================================
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: OAKLAKE BUILDING 3
SITE PLAN NUMBER: 17PR0116
ADDRESS: 12764 OAK LAKE COURT
LATEST PLAN DATE: 7/26/16
DEPT. REC'D. DATE: 8/4/16
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 8/11/16
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. ADD A NOTE TO THE UTILITY PLAN STATING:
"THE 4.5 INCH DISCHARGE OF THE FIRE HYDRANT SHALL FACE
IN THE DIRECTION INDICATED BY THE ARROW ON THE PLAN."
2. ADD AN ARROW TO THE FIRE HYDRANT INDICATING WHICH
DIRECTION IT SHALL FACE.
3. THE FOLLOWING NOTE SHALL BE ADDED TO THE GENERAL
NOTES ON PLANS:
"AN APPROVED KEY BOX SHALL BE PROVIDED FOR THE PROPOSED
BUILDING IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE,
SECTION 506.1 THE REQUIRED FORMS AND INSTALLATION
INSTRUCTIONS FOR THE KEY BOX CAN BE OBTAINED FROM
CHESTERFIELD FIRE AND EMS, FIRE AND LIFE SAFETY DIVISION,
AT 748-1426."
4. PROVIDE COMPUTER GENERATED WATER FLOW TEST DATA,
PROVIDED BY THE CHESTERFIELD COUNTY UTILITIES
DEPARTMENT, VERIFYING THE REQUIRED WATER FLOW FOR FIRE
PROTECTION IS AVAILABLE AT THE SITE. THE WATERFLOW TEST
RESULTS AND GRAPH SHALL BE SHOWN ON THE SUBMITTED PLAN.
THE MINIMUM REQUIRED FIRE FLOW FOR ALL BUILDINGS, WITH
THE EXCEPTION OF ONE AND TWO-FAMILY DWELLINGS, IS 1500
GPM (SPRINKLER PROTECTED OR NON-SPRINKLER PROTECTED) IN
ACCORDANCE WITH THE INTERNATIONAL FIRE CODE (2012) -
SECTION B105.2 AND TABLE B105.1.
5. SHOW THE NODE MAP AND RESULTS TABLE FOR THE PROPOSED
OR EXISTING HYDRANTS ON SITE SHOWING THE MAXIMUM FIRE
FLOW CAN BE ACHIEVED. WHEN MULTIPLE FIRE HYDRANTS ARE
USED THE COMBINED FLOW MUST BE SIMULTANEOUS.
6. REVIEW DOES NOT INDICATE PROPER NUMBER AND OR LOCATION
OF FIRE HYDRANTS. THE NUMBER OF FIRE HYDRANTS REQUIRED
SHALL BE BASED ON THE INTERNATIONAL FIRE CODE - SECTION
C105 AND TABLE C105.1 FOR AVERAGE SPACING BETWEEN FIRE
HYDRANTS AND MAXIMUM DISTANCE FROM ANY POINT ON A STREET
OR ROAD FRONTAGE TO A FIRE HYDRANT. A MINIMUM DISTANCE OF
40 FEET SHALL BE PROVIDED BETWEEN FIRE HYDRANTS AND
BUILDING EXTERIOR WALL AND FIRE HYDRANTS SHALL BE
LOCATED AT A MAXIMUM DISTANCE OF 50 FEET BETWEEN HYDRANT
AND FIRE DEPARTMENT CONNECTION FOR ANY PROPOSED FIRE
SPRINKLER SYSTEM OR STANDPIPE SYSTEM.
7. THE BUILDING IS IN EXCESS OF 12000 SQUARE FEET. A SPRIN
SYSTEM WILL BE REQUIRED UNLESS THE FOOTPRINT OF THE BUILDI
IS UNDER 12000 SQUARE FEET.
8. THE APPROXIMATE LOCATION OF ALL REQUIRED FIRE LANE
SIGNS AND CURB / STREET MARKING SHALL BE INDICATED ON
THE PLAN. FIRE LANES THAT ARE BETWEEN TWENTY AND
TWENTY-SIX FEET IN WIDTH SHALL BE POSTED AND MARKED ON
BOTH SIDES OF THE ROADWAY. FIRE LANES IN EXCESS OF
TWENTY-SIX FEET IN WIDTH UP TO THIRTY-TWO FEET IN WIDTH
SHALL BE POSTED AND MARKED ON ONE SIDE OF THE
ROADWAY. THE LOCATION OF AND METHOD OF MARKING FIRE
LANES SHALL BE CLEARLY INDICATED ON THE SUBMITTED SITE
PLAN. ALL FIRE LANE SIGNS SHALL BE DOUBLE FACED AND
INSTALLED PERPENDICULAR TO THE CURB.
9. PROVIDE THE CHESTERFIELD COUNTY STANDARD FIRE LANE
DETAIL ON THE PLAN.
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REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: OAKLAKE BUILDING 3
SITE PLAN NUMBER: 17PR0116
ADDRESS: 12764 OAK LAKE COURT
LATEST PLAN DATE: 1/18/17
DEPT. REC'D. DATE: 1/20/17
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 1/20/17
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. 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.
2. 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.
3. SHOW THE NEW SQUARE FOOTAGE TOTALS IN THE FIRE FLOW
ESTIMATE FORM ON PAGE C11.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: OAKLAKE BUILDING 3
SITE PLAN NUMBER: 17PR0116
ADDRESS: 12764 OAK LAKE COURT
LATEST PLAN DATE: 3/24/17
DEPT. REC'D. DATE: 4/4/17
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 4/6/17
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. 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.
==========================================================
==========================================================
REVIEW DEPARTMENT : ENVIRONMENTAL ENGINEERING
REVIEWER/PHONE # : DUSTIN DUNNAGAN / 706-2061
NAME OF PLAN : OAKLAKE BUILDING 3
ADDRESS : 12765 OAK LAKE COURT
SITE PLAN NO. : 17PR0116
LATEST PLAN DATE : JULY 28, 2016
DEPT. REC'D DATE : AUGUST 02, 2016
SUBMITTAL NUMBER : 1
REVIEW DATE : AUGUST 25, 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 (NOT
INCLUDING VDOT RIGHTS-OF-WAY).
04. BOOT CONNECTORS MUST BE SPECIFIED IN THE TABULAR
DRAINAGE DESCRIPTION FOR ALL PLASTIC PIPES THAT TIE
INTO A CONCRETE STRUCTURE. (CL-G&D 21)
05. 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)
06. 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)
07. APPROVAL OF THE SITE PLAN BY THE PRIVATE UTILITY
COMPANY IN RELATION TO ITS EASEMENT AND FACILITIES
THEREIN MUST BE PROVIDED PRIOR TO SITE PLAN APPROVAL.
08. 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.
09. STEPS MUST BE INCLUDED IN THE SEQUENCE OF CONSTRUCTION
EVENTS FOR BUILDING CONSTRUCTION. (CL-EC 6)
10. THE CONSTRUCTION ENTRANCE MUST BE GRAPHICALLY SHOWN ON
THE PLANS AND CONSTRUCTED AS WIDE AS THE PROPOSED
PERMANENT ENTRANCE. (CL-EC 9)
11. 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)
12. A DETAIL MUST BE SHOWN ON THE PLANS FOR EACH STRUCTURA
EROSION CONTROL MEASURE. DETAILS CAN BE FOUND IN
CHAPTER III OF THE VIRGINIA EROSION & SEDIMENT CONTROL
HANDBOOK. (CL-EC 21)
13. AN MS-19 ANALYSIS MUST BE PERFORMED AT EACH POINT OF
CONCENTRATED DISCHARGE AND AT THE DOWNSTREAM PROPERTY
LINE. THE LOCATION OF EACH ANALYSIS MUST BE SHOWN AND
LABELED ON THE EROSION CONTROL PLAN SHEETS. (CL-EC 28)
14. NOTES A THRU E OF MINIMUM STANDARD 16 MUST BE PROVIDED
ON THE PLANS. (CL-EC 36)
15. A DETAIL MUST BE SHOWN WHICH PROVIDES FOR PLACEMENT OF
EXCAVATED TRENCH MATERIAL ON THE UPHILL SIDE OF THE
TRENCH WHILE SILT FENCE AND STOCKPILED MATERIALS ARE
PLACED ON THE DOWNSTREAM SIDE. (CL-EC 37)
16. ANY SOIL STOCKPILE AREA MUST BE LOCATED ON THE PLANS.
SILT FENCE MUST BE PROVIDED AROUND THE PERIMETER.
(CL-EC 39)
17. THE FOLLOWING NOTE(S) MUST BE ADDED TO OR ADJACENT TO
THE SEQUENCE OF CONSTRUCTION: (CL-EC 42)
1. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER/BMP
DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO ISSUANCE
OF A BUILDING PERMIT FOR THIS PROJECT. (CL-EC 42B)
2. A VDOT LAND USE PERMIT IS REQUIRED FOR THIS PROJECT
PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT.
(CL-EC 42D)
3. AT THE TIME OF THE PRE-CONSTRUCTION MEETING, TWO
STANDARD SIGNS MUST BE INSTALLED ON EACH SIDE OF THE
CONSTRUCTION ACCESS. THESE SIGNS SHOULD STATE EITHER
"CONSTRUCTION ENTRANCE AHEAD" OR "TRUCKS ENTERING
HIGHWAY". (CL-EC 42E)
18. A CBPA COMPLIANCE SHEET(S) IS REQUIRED FOR PROJECTS
UTILIZING PART IIC OF THE CURRENT VSMP REGULATIONS.
(CL-CBPA 3) THE FOLLOWING INFORMATION IS REQUIRED TO B
SHOWN ON THE SHEET(S):
1. THE CBPA/MS-4 COMPLIANCE TABLE. (SEE APPENDIX D OF TH
CHESAPEAKE BAY CHAPTER IN THE ENVIRONMENTAL ENGINEERIN
REFERENCE MANUAL) (CL-CBPA 3A)
2. PERCENT IMPERVIOUS CALCULATIONS/ASSUMPTIONS.
(CL-CBPA 3G)
19. ON THE COVER SHEET:
A) IN THE CBPA NOTE, NOTE THE PROJECT IS GRANDFATHERED
UNDER PART IIC.
20. SHEET C03:
A) PROVIDE CULVERT INLET PROTECTION ON THE CULVERT TO
THE SOUTHWEST.
B) PROVIDE INLET PROTECTION ON THE INLET TO THE
SOUTHEAST.
C) VERIFY THE EXISTING PRIVATE DRAINAGE EASEMENT ALLOW
FOR A CONNECTION FROM THE SITE.
D) PROVIDE A SEDIMENT TRAP TOWARD THE SOUTHERN END OF
THE SITE ON THE BACKSIDE OF THE PROPOSED CURB.
E) ESC PHASE 1 NOTE 7 REFERENCES SHEET C08, THE SEEDIN
TABLE WAS NOT LOCATED ON THIS SHEET. REVISE.
F) ESC PHASE 2 NOTE 14, REVISE FOR ALL ESC PRACTICES T
BE REMOVED AT THE END OF THE PROJECT WITH APPROVAL
FROM THE EE INSPECTOR.
21. SHEET C04:
A) LABEL THE CONTOURS TO THE WEST BY THE CURB.
B) ADJUST THE CONSTRUCTION ENTRANCE TO BE OUTSIDE OF
THE GUTTER PAN.
C) PROVIDE PERMANENT SEEDING AMOUNT IN THE ESC LEGEND.
22. SHEET C05:
A) THE EXISTING SITE INFORMATION STATES THE PROJECT IS
UNDEVELOPED; HOWEVER, THERE IS EXISTING GRAVEL
STORAGE/DRIVES ON THE SITE.
B) UPDATE THE REGULATION REFERENCE FOR NOTE ES-1 TO
9VAC 25-840-40.
23. SHEET C06:
A) PROVIDE EASEMENT FOR DRAINAGE SYSTEM CROSSING THE
SITE'S PROPERTY LINE.
24. SHEET C07:
A) THE MATERIAL TYPE IN THE STORM STRUCTURE TABLE DOES
NOT MATCH WHAT IS SHOWN ON THE PROFILE SHEET.
B) CLARIFY WHERE THE DRAINAGE FROM THE PROPOSED
ENTRANCE IS DISCHARGED. PROVIDE CALCULATIONS
SHOWING THE RECEIVING SYSTEM IS ADEQUATE FOR THIS
DRAINAGE.
C) THE 284 CONTOUR ON THE NORTH SIDE IN FRONT OF THE
BUILDING APPEARS TO TIE INTO THE 285 CONTOUR.
D) THE LENGTH FOR STRUCTURE 2 SHOULD BE 8'.
E) THERE ARE DISCREPANCIES BETWEEN THE CONTOUR DATA
PROVIDED WITH THIS PLAN AND THOSE PRESENTED FOR THE
NEIGHBORING PROJECT PLANS TITLED "BIGG IDEAS" VERIF
SURVEY INFORMATION.
F) IT IS SUGGESTED TO INSTALL THE STORM DRAINAGE SYSTE
ALONG THE DRIVE AISLE TO HELP PROMOTE EASE OF
MAINTENANCE.
25. SHEET C08:
A) CLARIFY THE PIPE CROSSING THE 18" RCP.
B) SHOW THE WATERLINE CROSSING BETWEEN STRUCTURES 10
AND 12.
26. SHEET C11:
A) PROVIDE OFFSITE TOPOGRAPHY.
B) THE DRAINAGE AREA FOR STRUCTURE 2 APPEARS TO END AT
THE CURB TO THE SOUTHWEST. VERIFY DRAINAGE AREAS.
C) LABEL DRAINAGE AREAS TO CORRESPOND WITH STRUCTURES.
27. SHEET C12:
A) THE SPREAD FOR EX7 APPEARS EXCESSIVE, IT IS
SUGGESTED TO INSTALL A DI-3C IN THE PROPOSED PARKIN
IN FRONT OF THE BUILDING AND CONNECT IT TO THE
PROPOSED STORM DRAINAGE SYSTEM.
B) MANNING'S N-VALUE USED FOR HDPE SHALL BE 0.011.
C) THE HGL CALCULATIONS SHOW THE INLET AND OUTLET WATE
SURFACES AS "#N/A".
28. 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.
29. PERMISSION MUST BE OBTAINED FROM THE ADJACENT PROPERTY
OWNER(S) ALLOWING FOR GRADING ON THE PROPERTY AS
PROPOSED PRIOR TO ISSUANCE OF A LAND DISTURBANCE
PERMIT.
30. ALL ONSITE DRAINAGE EASEMENTS INCLUDING STORMWATER /
BMP DRAINAGE EASEMENTS MUST BE RECORDED PRIOR TO
ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT.
31. 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)
32. 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.
33. 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.
34. A LAND DISTURBANCE PERMIT IS REQUIRED FOR THIS PROJECT
AND THE FOLLOWING ARE REQUIRED PRIOR TO ITS ISSUANCE:
A. SUBSTANTIAL OR FULL SITE PLAN APPROVAL
B. A VDOT LAND USE PERMIT
C. A LETTER MUST BE RECEIVED FROM A QUALIFIED WETLANDS
EXPERT STATING:
1.THERE ARE NO WETLANDS IMPACTED ON THIS PROJECT, OR
2.ALL APPLICABLE FEDERAL AND STATE WETLAND PERMITS HAVE
BEEN ACQUIRED (COPIES OF THE PERMITS MUST BE SUBMITTED
D. THE VIRGINIA STORMWATER MANAGEMENT PERMIT (VSMP)
REGISTRATION STATEMENT AND FEE OF $2700
E. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BOOK
F. POSTING OF AN EROSION AND SEDIMENT CONTROL SURETY
(AMOUNT TO BE APPROVED BY EE)
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