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CASE NO: 18PR0137 STATUS: PENDING APPROVAL
PROJECT NAME: THE COVE AT MAG LAKE - LAST INTERNET UPDATE: 11/21/17
SUBMITTAL TYPE: MULTI-FAMILY
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 00 10/11/17 11/01/17 ******** ********
ENVIR.ENGR.-: 00 10/11/17 11/01/17 ******** ********
FIRE DEPT.--: 00 10/11/17 11/01/17 COMPLETE 10/31/17 AWB 717-6167
MAPPING/GIS-: 00 10/11/17 11/01/17 COMPLETE 11/01/17 AMJ 768-7549
PLANNING----: 00 10/11/17 11/01/17 COMPLETE 11/08/17 JHL 751-4158
TRANSPORT.--: 00 10/11/17 11/01/17 COMPLETE 10/19/17 SJA 751-4461
UTIL.PLAN.--: 00 10/11/17 11/01/17 ******** ********
UTILITIES---: 00 10/11/17 11/01/17 COMPLETE 10/31/17
UTIL.R.O.W.-: 00 10/11/17 11/01/17 ******** ********
VDOT--------: 00 10/11/17 11/01/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E./748-1338
NAME OF PLAN : THE COVE AT MAGNOLIA LAKES PHASE 2
ADDRESS : 6000 MAGNOLIA COVE CIR
SUBMISSION DATE : 10/11/17
PLAN DATED : 10/6/17
REVIEW DATE : 10/31/17
SITE PLAN NO. : 18PR0137
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
1. UTILITIES PROJECT NUMBER 17-0213 SHALL BE PLACED ON THE
OWER 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. PROVIDE A COMPUTER FLOW TEST AND WATER MODEL RESULTS IN
*E NEXT SUBMISSION.
4. THE COVER SHEET SPECIFIED AS VERTICAL DATUM OF NGVD 29,
HICH IS UNUSUAL, PLEASE CONFIRM THIS IS CORRECT.
5. PROVIDE COPIES OF THE THRUST RESTRAINT CALCULATIONS WIT
THE NEXT SUBMISSION. MAKE SURE TO USE A TEST PRESSURE OF
0 PSI AND 1.5 FACTOR OF SAFETY.
6. WILL THERE BE A LANDSCAPE PLAN? IF SO, ENSURE THAT THE
ATER AND SEWER LINES AND SERVICES ARE SHOWN ON THE PLAN AN
THAT NO TREE IS SET INSIDE AN EASEMENT OR WITHIN 8
FEET OF A METER BOX OR SEWER LATERAL
7. WILL THERE BE PUBLIC IRRIGATION ON THIS SITE? IF SO, P
ASE SHOW THE IRRIGATION METER ON THE PLANS WITHIN AN EASEM
T AND SUBMIT A METER SIZING FORM.
8. LABEL BUCKHURST ST ON ALL APPLICABLE SHEETS INCLUDING T
*DEMOLITION PLAN AND UTILITY PLAN.
9. THE EXISTING FEATURES ON THE UTILITY PLAN AND PROFILE S
ETS ARE FAR TOO LIGHT AND WILL NOT SHOW UP WHEN SCANNED.
10. LABEL ALL ADJACENT PROPERTY OWNERS WITH ADDRESS AND GP
ON THE UTILITY PLAN, INCLUDING 5931 MAGNOLIA COVE CIR AND
HE ADJACENT PROPERTY OWNERS.
11. PROVIDE A NOTE THAT THE CONTRACTOR IS TO NOTIFY THE
PROPERTY OWNERS FOR THE OFFSITE SEWER WORK IN WRITING WITH
CERTIFIED LETTER PRIOR TO BEGINNING WORK. A COPY OF THESE
ETTERS MUST BE PROVIDED TO THE UTILITIES DEPARTMENT.
12. THERE IS AN EXISTING WATER METER LOCATED 15 FEET SOUTH
F THE FIRE HYDRANT ON BUCKHURST ST THAT SERVES THE EXISTIN
HOUSE AT 5921 MAGNOLIA COVE CIR. THE METER AND PRIVATE WAT
SERVICE LINE MUST BE SHOWN ON THE DEMOLITION PLAN AND CAL
D OUT TO BE ABANDONED. PLEASE PROVIDE NOTES AS TO HOW WAT
SERVICE WILL BE MAINTAINED DURING CONSTRUCTION UNTIL THE
W WATER LINES ARE COMPLETE AND ACCEPTED INTO THE SYSTEM.
13. THE PARCEL LINES FOR 5931 MAGNOLIA COVE CIR SHOULD BE
OWN ON THE EXISTING CONDITIONS PLAN AND MORE CLEARLY
SHOWN ON THE UTILITY PLAN
14. SHOW THE APPROXIMATE LOCATION OF THE EXISTING SEPTIC F
LD FOR 5931 MAGNOLIA COVE CIR AND PROVIDE NOTES AS TO HOW
E FIELD WILL BE ABANDONED AND SERVICE TRANSFERRED.
15. THE PROPOSED WATER AND SEWER SERVICES FOR 5931 MAGNOLI
COVE CIR NEED TO EXTEND TO THE PROPERTY LINE WITH AN EASEM
T BETWEEN THE PROPOSED RIGHT-OF-WAY AND EXISTING PROPERTY
NE.
16. PROVIDE A NOTE THAT ALL WATER METERS ARE TO BE SET 3 F
BEYOND THE SIDEWALK.
17. SHOW THE LOCATION OF THE WATER MAIN AS 4 FT FROM THE F
E OF CURB (TYP) ON BOTH STREETS.
18. THE ALIGNMENT OF THE SEWER BETWEEN MH 14 AND 15 IS NOT
ESIRABLE AS IT IS TOO CLOSE TO UNIT 32 FOR A PIPE WITH OVE
14 FT COVER. PLEASE REVISE THE ALIGNMENT TO MAXIMIZE THE
STANCE FROM A PROPOSED BUILDING.
19. THE SEWER BETWEEN MH 12 AND 13 IS NEARLY 14 FEET DEEP
D WILL NOT BE ACCESSIBLE BETWEEN UNIT 34 AND 35. IT APPEA
THAT THE LOCATION OF 33 AND 34 COULD BE SHIFTED TO THE WE
TO PROVIDE ADDITIONAL ROOM.
20. SHOW THE EXISTING EASEMENTS FOR THE OFFSITE SEWER ON T
UTILITY PLAN, INCLUDING DEED BOOK AND PAGE REFERENCE.
21. THE SANITARY SEWER NEEDS TO EXTEND TO BUCKHURST STREET
PREFERABLY THE CENTER OF THE STREET TO FACILITATE A
POTENTIAL FUTURE EXTENSION. PLEASE REFER TO ZONING CASE 1
N0794, CONDITION 25.
22. SHOW ANY EXISTING PHYSICAL FEATURES FOR THE OFFSITE SE
* SUCH AS TREES, EDGE OF PAVEMENT, CULVERTS, FENCES, HOUSE
OVERHEAD 3-PHASE POWER LINES AND POLES, BURIED COMMUNICAT
N LINES ETC. ON THE UTILITY PLAN.
23. LABEL THE STREETS ON THE UTILITY PLAN.
24. THE SIZE OF THE BORE PIT AND RECEIVING PIT ARE NOT ADE
ATE. A TYPICAL BORE PIT IS 20' X 40'.
25. EITHER MH 15 OR 16 NEEDS TO BE LOCATED A MINIMUM OF 25
EET FROM THE EDGE OF THE CASING PIPE TO ALLOW POTENTIAL RE
VAL OF THE CARRIER PIPE. REVISE THE PROFILE VIEW AS
NECESSARY TO SHOW THE BORE PIT
26. PROVIDE A NOTE THAT CONFIRMS THE EXISTING MANHOLE INVE
HAS BEEN FIELD LOCATED AND NOT JUST CALLED OUT FROM THE A
BUILT DRAWINGS.
27. THE MAJORITY OF THE WATER METERS SCALE TO LESS THAN 10
T SEPARATION FROM THE SEWER LATERAL. EXAMINE EACH SERVICE
ND REVISE THE LOCATION SO THAT THERE ARE IS A MINIMUM OF 1
FT SEPARATION.
28. RELOCATE THE WATER METER FOR UNIT 57 OUTSIDE OF THE DR
EWAY.
29. FIX THE OVERLAPPING TEXT NEAR UNIT 60
30. EXTEND THE WATER LINE NEAR MH 19 DOWN THE DRIVEWAY IN
A 16 FT EASEMENT TO CREATE A LOOP WITH PHASE 1.
31. THE WATER AND SANITARY SERVICES FOR LOT 19 SHOULD COME
ROM THE WATER AND SEWER MAINS INSTALLED IN PHASE 2 AND THE
ERVICES LEFT IN PHASE 1 SHOULD BE DELETED.
32. IDENTIFY THE LOCATION OF THE VALVE TO BE USED FOR THE
TER TIE IN ON THE PLANS.
33. LABEL THE WATER AND SEWER MAINS INSTALLED IN PHASE 1
WITH THE COUNTY PROJECT NUMBER, MATERIAL, AND SIZE ON BOTH
HE PLAN AND PROFILE SHEETS.
34. THE HYDRANT NEAR THE INTERSECTION OF MAGNOLIA COVE CIR
ND STREET 3 SHOULD BE ON THE SAME SIDE OF THE ROAD AS THE
TER LINE. THE HYDRANT CAN REMAIN IN THE SAME LOCATION,
JUST MOVE THE SERVICE LINE TO APPROXIMATELY STA 22+65 ON M
NOLIA COVE CIR. THIS WILL ALLOW AN 8" X 6" REDUCER TO BE
ACED HERE AND A 6" X 6" TEE AND VALVES TO BE USED AT THE I
ERSECTION.
35. THE VALVES AT THE TEE AT MAGNOLIA COVE CIR AND STREET
36. ON THE MAGNOLIA COVE CIR PROFILE, DARKEN THE TEXT THAT
S APPLICABLE TO THIS PHASE AND DELETE THE WORD "FUTURE" FO
THE WATER LINE.
37. SHOW MH 8 ON THE STREET 3 PROFILE
38. PROVIDE AT LEAST ONE LABEL FOR 3.5 FT MIN COVER FOR TH
WATER LINE ON THE STREET 2, STREET 3, AND MH 19-17 PROFILE
39. ALL THE WATER LINES IN FILL, SUCH AS ON THE STREET 2
AND MH18-17 PROFILE, ARE TO BE LABELED AS "CLASS 52 D.I. W
H RESTRAINED JOINTS".
40. THE SANITARY SEWER WHERE THE DEPTH OF COVER EXCEEDS 14
EET MUST BE SHOWN WITH 12" STONE OVER THE TOP OF THE PIPE.
THIS OCCURS ON THE MH-10-13 PROFILE.
41. FIX THE OBSCURED TEXT NEAR STA 14+75 OF THE STREET 2 P
FILE.
42. THE SANITARY SEWER RUN FROM MH 14-15 IS DEEP WITH A SU
TANTIAL AMOUNT OF FILL. IN ORDER TO PROTECT THE PIPE DURI
CONSTRUCTION, SPECIFY DUCTILE IRON.
43. SPECIFY THE THICKNESS OF THE STEEL CASING PIPE ON THE
OFILE.
44. THE SEWER RUN FROM THE EXISTING MH TO MH 16 SHOULD BE
*E STEEPER. HAVE THE CONTRACTOR ADJUST THE SLOPE OF THE E
45. THERE IS A PROPOSED STORM SEWER NEAR MH 16 THAT IS NOT
HOWN ON THE PROFILE.
46. THE SANITARY BORE CANNOT BE INSTALLED AT MINIMUM SLOPE
*LESS THERE IS NO OTHER OPTION. PLEASE INCREASE THE PROPO
D SLOPE OF THE BORE PIPE TO AT LEAST 1%.
47. ALL DROP MANHOLES ARE TO BE INTERIOR DROP MANHOLES PER
ETAIL MAN-16. PROVIDE THIS DETAIL ON THE PLANS.
48. THE SEWER RUN FROM MH 19-18 SHOULD ENTER MH 18 WITH A
1 FT DROP.
49. THERE IS A POSSIBLE CONFLICT WITH THE SEWER LATERAL
FOR UNIT 65 AND THE STORM PIPE 42. RESOLVE THE CONFLICT A
SHOW THE LATERAL ON THE STORM PROFILE.
50. SHOW THE SEWER LATERAL CROSSINGS ON THE STORM 49-39 AN
79-5 PROFILES. NOTE THAT ANY LATERALS IN FILL ARE TO BE
CTILE IRON WITH RESTRAINED JOINTS.
51. INCREASE THE DEPTH OF MH 21 SO THAT THE SEWER HAS JUST
NDER 14 FT OF COVER IN ORDER TO MAXIMIZE THE POTENTIAL SER
CE AREA FOR A POSSIBLE FUTURE ASSESSMENT DISTRICT.
52. INCLUDE DETAIL CAS-2 ON THE PLANS
53. THE OWNER SHALL BE REQUIRED TO ENTER INTO A COUNTY UTI
TIES CONTRACT PRIOR TO THE START OF CONSTRUCTION. PRIOR T
THE PREPARATION OF THE UTILITIES CONTRACT,
UTILITIES MUST BE IN RECEIPT OF THE "ACCEPTED" BID PROPOSA
BETWEEN THE DEVELOPER AND THE COUNTY APPROVED UTILITIES CO
RACTOR AS WELL AS THE PROJECT'S INFORMATIONAL SHEET FOUND
THE "DEVELOPER'S CHECKLIST". PLEASE SEND THOSE TWO ITEMS
THE ATTENTION OF MIKE LARSON
(LARSONM@CHESTERFIELD.GOV). THE BID PROPOSAL MUST BE BASED
N THE APPROVED SITE PLAN. BE ADVISED THAT IF THE SITE PLAN
S REVISED AND REAPPROVED SUBSEQUENT TO THE PREPARATION OR
CORDATION OF THE UTILITIES CONTRACT, THE BID PROPOSAL SHAL
BE REVISED ACCORDINGLY AND A REVISED UTILITIES CONTRACT MA
BE NECESSARY.
54. 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 ADDITI
TO THE ONE APPROVED SET FROM PLANNING (4 TOTAL SETS).
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: COVE AT MAGNOLIA LAKES, PHASE 2
SITE PLAN NUMBER: 18PR0137
LATEST PLAN DATE: 10/06/17
DEPT. REC'D. DATE: 10/13/17
SUBMITTAL NUMBER: ONE
REVIEW DATE: 10/19/17
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: RIGHT-OF-WAY DEDICATION
.
1. PRIOR TO ANY SITE PLAN APPROVAL, 35' OF R/W ON THE EAST
SIDE OF CHALKLEY RD, MEASURED FROM THE CENTERLINE, SHALL B
DEDICATED. (CASE 17SN0794, PROFF COND 5)
.
2. PROVIDE EMERGENCY ACCESS GATES PER FIRE DEPT STANDARDS
FOR CHALKLEY RD ACCESS. IT SHALL NOT BE OPEN TO PUBLIC
USE. CHALKLEY RD GATE TO BE LOCATED TO ALLOW EMERGENCY
VEHICLES TO PULL OFF ROADWAY.
.
3. PROVIDE CORRECT INFORMATION FOR FOLLOWING:
A. CASE NUMBER (17SN0794). 17SN0750 IS NOT APPLICABLE.
B. SITE PLAN CASE FOR PHASE I (18PR0122).
C. CHALKLEY ROAD STATE ROUTE NUMBER (#632).
.
4. NOTE COUNTY CLASSIFICATION ON PLANS FOR CHALKLEY RD
(COLLECTOR).
==========================================================
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_
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REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : THE COVE AT MAG LAKES PH II
CASE NUMBER : 18PR0137
LATEST PLAN DATE : 10/6/17
RECEIVED DATE : 10/16/17
SUBMITTAL NUMBER : 1
REVIEW DATE : 11/1/17
ADDRESS : PENDING
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. LINE AND CURVE TABLES ARE MISSING FOR THE OUTER
BOUNDARY.
2. FIX TEXT IN "THE COVE AT MAGNOLIA LAKES PHASE I-CO
PROJECT 18PR0222" FROM 18PR0222 TO 18PR0122 ON SHEETS
C2-4, 6-9.
3. SHOW THE LOCATION OF THE MAIL BOX KIOSKS OR CLUSTER
BOXES ON THE PLAN SHEET OR INDICATE IN WHICH BUILDING
THEY ARE LOCATED.
4. STREETS MUST BE NAMED.
5. STREET NAMES MUST BE APPROVED THROUGH RICHMOND
REGIONAL PLANNING DISTRICT COMMISSION STREET NAME
CLEARINGHOUSE AND/OR CRATER PLANNING DISTRICT
COMMISSION STREET NAME CLEARINGHOUSE WITH VERIFICATION
SUBMITTED TO JOHANSONA@CHESTERFIELD.GOV PRIOR TO
SUBSTANTIAL APPROVAL.
6. A STREET SIGN FEE OF $150 PER INTERSECTION (2) NEEDS
TO BE PAID TO ENVIRONMENTAL ENGINEERING PRIOR TO
SUBSTANTIAL APPROVAL SO THAT STREET SIGNS CAN BE
MANUFACTURED. PAYMENT SHOULD BE MADE OUT TO "TREASURER,
CHESTERFIELD COUNTY" AND SUBMITTED TO CAROLE CLIBORNE IN
ENVIRONMENTAL ENGINEERING AND REFERENCED TO SITE PLAN
NUMBER 18PR0137.
7. ARE THE THREE PARCELS GOING TO BE COMBINED TOGETHER
INTO ONE PARCEL?
8. WILL THE HOUSE ON 7806540821 REMAIN, OR WILL IT BE
DEMOLISHED?
==========================================================
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: THE COVE AT MAG. LAKES, PH. 2
SITE PLAN NUMBER: 18PR0137
ADDRESS: 6000 MAGNOLIA COVE CIRCLE
LATEST PLAN DATE: 10/06/17
DEPT. REC'D. DATE: 10/17/17
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 10/31/17
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. PROVIDE THE EMERGENCY ACCESS DETAIL TO THE
SITE PLAN.
2. WIDEN THE DRIVEWAY THAT SERVICES LOTS # 19
THROUGH # 26. THE WIDTH SHOULD BE 26 FEET FROM
THE BEGINNING OF THE DRIVEWAY TO LOT #24.
3. 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.
4. 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.

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