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CASE NO: 18PR0110 STATUS: PENDING APPROVAL
PROJECT NAME: OLD HUNDRED ELEMENTA - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: PUBLIC-SEMI-PUB
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 01 09/19/17 10/10/17 ******** ********
ENVIR.ENGR.-: 02 11/06/17 12/01/17 ******** ********
FIRE DEPT.--: 02 11/06/17 12/01/17 COMPLETE 11/13/17 AWB 717-6167
MAPPING/GIS-: 02 11/06/17 12/01/17 COMPLETE 11/16/17 AMJ 768-7549
PLANNING----: 02 11/06/17 12/01/17 ******** ********
TRANSPORT.--: 02 11/06/17 12/01/17 ******** 10/10/17 SJA 751-4461
UTIL.PLAN.--: 02 11/06/17 12/01/17 ******** ********
UTILITIES---: 02 11/06/17 12/01/17 ******** 10/05/17 A U
UTIL.R.O.W.-: 02 11/06/17 12/01/17 ******** ********
VDOT--------: 02 11/06/17 12/01/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E. / 804-748-1338
NAME OF PLAN : OLD HUNDRED ELEMENTARY SCHOOL
ADDRESS : 1501 OLD HUNDRED RD
SUBMISSION DATE : 7/21/17
PLAN DATED : 7/14/17
REVIEW DATE : 7/31/17
SITE PLAN NO. : 18PR0110
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
1. UTILITIES PROJECT NUMBER 16-0179 SHALL BE PLACED ON THE
OWER RIGHT HAND CORNER OF EACH SHEET.
2. SHOW AND LABEL THE EXISTING WATER AND SEWER MAINS WITH
*E, MATERIAL, AND COUNTY PROJECT NUMBER ON ALL APPLICABLE
3. SHOW BENCHMARKS ON THE UTILITY PLAN SHEETS.DITIONS OR A
*NNECTION. YOU MAY EMAIL SWAVAILABILITY@CHESTERFIELD.GOV
4. IDENTIFY SURVEY COORDINATE SYSTEM USED ON THE PLANS. A
* THE COUNTY PROJECT NUMBER) IS MISSING FROM MOST PLAN VIE
5. IDENTIFY ALL ADJACENT PROPERTY OWNERS WITH ADDRESS AND
PIN.
6. IT WILL BE EASIER ON THE INSPECTOR AND UTILITY CONTRACT
*TO HAVE THE WATER MODEL, PUMP STATION AND FORCE MAIN PLAN
7. FOR THE MATERIALS LIST ON SHEET C5.00, INCLUDE THE MATE
ALS FOR THE PUBLIC SANITARY AND FORCE MAIN.
8. THE MATERIAL LIST INCLUDES 16" WATER MAIN, WHICH IS NOT
*CLUDED IN THIS PROJECT.
9. THE 16" X 8" TEE SHOULD BE A TAPPING SLEEVE AND VALVE.
*
10. A 1.5 INCH CORP STOP AND SERVICE LINE SHOULD EXTEND TO
*E 1" IRRIGATION METER.
11. THE NUMBER OF MANHOLE INSERTS SHOULD MATCH THE NUMBER
*MANHOLES.
12. INCLUDE MAIN LINE VALVES AT THE HYDRANT TEES NEAR STA
*0 AND 21+50.
13. COORDINATE THE LABELING OF PRIVATE AND PUBLIC MANHOLES
N THIS PROJECT. THERE SHOULD NOT BE TWO MH-1 AND TWO MH-2
14. THE IRRIGATION METER ON SHEET C5.01 SHOULD BE LABELED
*1", NOT 5/8".
15. THE LIGHT POSTS BETWEEN STA 9+00 AND 12+00 ARE IN CONF
*T WITH THE WATER MAIN AND NEED TO BE RELOCATED OUTSIDE OF
16. NOTE THAT THE WATER LINE AT APPROXIMATELY STA 6+80 SHA
*BE 2 FT FROM THE FACE OF CURB ON THE LANDSCAPE ISLAND.
17. LABEL THE FORCE MAIN ON C5.01 AS PRIVATE 4" HDPE FORCE
AIN.
18. SHOW THE SANITARY SEWER FROM M5 TO THE PUMP STATION WE
*ELL ON SHEET C5.01
19. LABEL THE MATERIAL FOR THE 3" AND 2" WATER SERVICE LIN
*
20. WILL THE PRIVATE PUMP STATION HAVE A YARD HYDRANT FOR
*H DOWN?
21. THE RELOCATION OF THE TWO FIRE HYDRANTS ON OLD HUNDRED
* NEEDS TO BE INCLUDED ON THE UTILITY SHEETS. INCLUDE THE
22. INCLUDE THE DEED BOOK AND PAGE NUMBER FOR THE WATER EA
*ENT ON ROSEHALL TERRACE AND THE SEWER EASEMENT AT THE SAC
23. CALL OUT THE VALVE ON ROSEHILL TERRACE TO BE USED FOR
THE TIE-IN.
24. A GATE VALVE IS NOT NECESSARY FOR THE TIE-IN AT ROSEHI
TERRACE. THE CALL OUT SHOULD SAY TO REMOVE
EXISTING PLUG AND FLUSHING HYDRANT AND CONNECT TO 8" PVC W
ER MAIN.
25. THE EASEMENT SHOULD TERMINATE AT THE BACK SIDE OF THE
*ER METER AND THE FRONT SIDE OF THE DOUBLE CHECK VALVE VAU
26. SHOW AN EASEMENT AROUND THE RELOCATED FIRE HYDRANTS OU
*DE OF OLD HUNDRED RD RIGHT OF WAY.
27. SHOW THE RELOCATED HYDRANT LINE PIPES IN PROFILE ON TH
ROAD CROSS SECTIONS WITH THE AMOUNT OF COVER UNDER THE PRO
SED DITCH. MAKE A REFERENCE TO THOSE SHEETS ON SHEET C5.0
28. THERE IS A CALLOUT ON C5.01 NEAR STA 5+00 FOR 8" PVC;
* PIPE IS DUCTILE IRON AT THIS POINT.
29. ON SHEET C5.10, LABEL THE PIPE IN FILL AS CLASS 52 D.I
*ITH RESTRAINED JOINTS.
30. THE FORCE MAIN CROSSING NEAR STA 5+75 SHOULD BE CALLED
OUT AS HDPE, NOT D.I.
31. PROVIDE COPIES OF THE RESTRAINT CALCULATIONS WITH THE
*T SUBMISSION. ENSURE THAT A TEST PRESSURE OF 150 PSI WIT
32. CALL OUT THE ACTUAL FEET OF REQUIRED RESTRAINT ON THE
*FILE RATHER THAN JUST USING ARROWS.
33. THE LOWERING UNDER THE STORM PIPE BETWEEN STA 17+00 AN
18+00 IS NOT NECESSARY. IT IS PREFERRED THAT THE WATER LI
GO OVER THE PIPE. IF 1.5 FT OF CLEARANCE CANNOT BE OBTAI
D, CALL OUT ONE PIECE OF DUCTILE IRON WATER MAIN TO BE INS
LLED CENTER OVER THE STORM PIPE.
34. THERE IS A TEXT OVERLAP NEAR STA 17+50 ON THE PROFILE.
*
35. THE PIPE FROM SAT 22+00 TO 25+00 IS DEEPER THAN NECESS
*. IF THE WATER MAIN CAN GO OVER E6 WITH 6" CLEARANCE AND
36. LABEL THE PROFILE ON C5.20 AS PRIVATE.D BENDS TO LOWER
*E WATER MAIN UNDER STRUCTURE I2.
37. SHOW THE 8" WATER MAIN CROSSING NEAR MANHOLE M3 ON THE
*OFILE.
38. THE WATER METER SIZING FORM DOES NOT INCLUDE A COMMERC
L DISHWASHER, WHICH WOULD BE EXPECTED IN A COMMERCIAL KITC
N.
39. THE ELEVATION CONTOUR FOR PRVS ON DETAIL DES-2 SHOULD
244.
40. THE DUCTILE IRON SANITARY SEWER IN THE CASING PIPE
SHOULD BE SPECIFIED WITH AN ACID RESISTANT COATING SUCH AS
*OTECTO 401.
41. THE DUCTILE IRON SANITARY SEWER CARRIER PIPE MUST BE C
*ED OUT WITH RESTRAINED JOINTS.
42. NOTE THAT THIS PROJECT INCLUDES A PROPOSED OFFSITE EAS
ENT AND CANNOT BE RELEASED TO CONSTRUCTION UNTIL THIS EASE
NT IS SIGNED.
43. THE CONNECTION INTO MH-2 SHOULD BE AT 0% GRADE IN ACCO
*NCE WITH THE DETAIL SEW-6.
44. THE NOTE AT THE CONNECTION TO THE EXISTING MANHOLE SHO
D STATE "CORE DRILL EXISTING MANHOLE AND INSTALL KOR-N-SEA
BOOT. RESHAPE INVERT AS REQUIRED"
45. MANHOLE 1 AND 2 SHOULD BE SPECIFIED TO RECEIVE AN APPR
*D COATING PER PART V OF THE STANDARDS AND SPECIFICATIONS.
46. SHORTEN THE BORE CASING PIPE BY 20 FEET ON THE MH-1 SI
OF OLD HUNDRED ROAD IN ORDER TO FACILITATE FUTURE MAINTEN
CE. THE EXISTING 12" CULVERT SHOULD BE CALLED OUT TO BE R
TORED. THE CONTRACTOR SHOULD BE ABLE TO WORK AROUND THE F
ER OPTIC AND TELEPHONE.
47. WE RAN CALCULATIONS FOR THE PROPOSED PUMPS USING AN IP
HDPE DR 11 3" PIPE (ID 2.83") AND ESTIMATE THAT THE PUMP W
LD PERFORM AT APPROXIMATELY 70 GPM @65 FT TDH WITH A VELOC
Y OF APPROXIMATELY 3.6 FT/SEC. WE RECOMMEND THAT
THIS PIPE SIZE BE CONSIDERED IN ORDER TO MINIMIZE THE
HYDRAULIC RESIDENCE TIME.
48. THE PRIVATE HDPE FORCE MAIN INCLUDES MANY BENDS. BUTT
*SED HDPE IN THIS SIZE CAN NORMALLY BE LAID SUCH THAT BEND
49. THE ELEVATION OF THE WATER MAIN ON PROFILE PS-4 AT STA
*+96 DOES NOT MATCH THE ELEVATION SHOWN ON C 5.10.
50. IN GENERAL, THE PRIVATE FORCE MAIN BETWEEN STA 10+50 T
15+50 IS SHOWN MUCH DEEPER THAN NECESSARY. AT ONE POINT I
SCALES 11 FEET OF COVER. WE RECOMMEND THAT THIS FORCE MAI
BE BROUGHT UP TO 3.5 FT OF COVER WHERE POSSIBLE.
51. WE RECOMMEND THE OWNER CONSIDER EPOXY LINING THE INSID
OF THE WET WELL WITH THE SAME MATERIAL AS THE MANHOLES.
52. ELIMINATE DETAIL TST-3.
53. PROVIDE A SPECIFICATION AND SIZE FOR THE PRIVATE SEWAG
*IR RELEASE VALVES.
54. ELIMINATE DETAIL MAN-6 ON SHEET PS-8.
*
55. SPECIFY A LIGHT AND AUDIBLE ALARM FOR THE PUMP STATION
* ACCORDANCE WITH THE SCAT REGULATIONS
56. PLEASE CONFIRM THAT THE EMERGENCY GENERATOR SIZING INC
DES THE PUMP STATION LOAD.
57. A COPY OF THE PUMP STATION CERTIFICATE TO CONSTRUCT FR
DEQ MUST BE PROVIDED TO THE UTILITIES DEPARTMENT PRIOR TO
ELEASE TO CONSTRUCTION. WHEN YOU ARE READY TO SUBMIT
THE APPLICATION, PLEASE REQUEST A FLOW ACCEPTANCE LETTER
FROM THE UTILITIES DEPARTMENT
58. THE OWNER WILL BE REQUIRED TO ENTER INTO A PRIVATE PUM
STATION AGREEMENT PRIOR TO THIS PROJECT BEING RELEASED TO
NSTRUCTION. THE UTILITIES DEPARTMENT WILL FORWARD THIS DO
MENTATION UNDER SEPARATE COVER AT A LATER DATE.
59. PROVIDE A NOTE ON THE ROAD PLAN PROFILE SHEETS TO MAIN
IN 3.5 FT COVER OVER THE EXISTING 16" WATER MAIN AND THAT
CUT WORK IS TO PERFORMED OVER THE WATER MAIN WITHOUT THE
OWLEDGE OF THE UTILITIES INSPECTOR.
60. PROVIDE A NOTE ON ROAD PLAN SHEETS R4.0 AND R5.0 THAT
E HYDRANT RELOCATION MUST BE PERFORMED BY AN APPROVED UTIL
Y CONTRACTOR.
60. PROVIDE A NOTE ON ROAD PLAN SHEETS R4.0 AND R5.0 THAT
E HYDRANT RELOCATION MUST BE PERFORMED BY AN APPROVED UTIL
Y CONTRACTOR.
61. SHOW THE PROPOSED PRIVATE FORCE MAIN AND PUBLIC GRAVI
*SEWER CROSSING OF OLD HUNDRED ROAD ON THE ROAD PLAN SHEET
IN THE BACKGROUND. THE LOCATION OF THE SILT FENCE AND LIM
S OF CLEARING SHOULD BE COORDINATED.
62. LABEL THE STATIONING ON THE ROAD PLAN SHEETS
63. SINCE THIS IS A COUNTY DEPARTMENT PROJECT, A UTILITY C
TRACT IS NOT REQUIRED. WE WILL REQUIRE DOCUMENTATION THAT
HE UTILITIES ARE BEING COMPLETED BY AN APPROVED UTILITY CO
RACTOR. PRIOR TO THIS PROJECT BEING RELEASED
TO CONSTRUCTION, SUBMIT A COPY OF THE ACCEPTED BID WITH UN
* BY PRIVATE AND PUBLIC WATER AND SEWER
64. AFTER FINAL SITE PLAN APPROVAL, SUBMIT THREE SETS OF T
APPROVED PLANS DIRECTLY TO THE UTILITIES DEPARTMENT FOR O
USE DURING CONSTRUCTION INSPECTION. THIS IS IN ADDITION
THE ONE APPROVED SET FROM PLANNING (4 TOTAL SETS). ONE A
ITIONAL ROLLED SET WILL BE REQUESTED AFTER THE PROJECT IS
LEASED TO CONSTRUCTION TO BE USED FOR AS-
BUILTS.
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REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E. / 804-748-1338
NAME OF PLAN : OLD HUNDRED ELEMENTARY SCHOOL
ADDRESS : 1501 OLD HUNDRED RD
SUBMISSION DATE : 9/19/17
PLAN DATED : 9/15/17
REVIEW DATE : 10/4/17
SITE PLAN NO. : 18PR0110
COMMENTS : 2ND REVIEW-NOT APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
1. SHEET 5.00 AND 5.01 ARE OUT OF ORDER IN THIS PLAN SET,
EASE CORRECT IN THE NEXT SUBMISSION.
2. THE FUTURE STORAGE BUILDING OUTLINE SHOWN NEAR MANHOLE
M5 SHOULD BE LOCATED OUTSIDE OF THE CONSTRUCTION EASEMENT.
*
3. THERE SHOULD ONLY BE ONE MAIN LINE VALVE AT THE HYDRANT
*ES NEAR STA 8+00 AND 21+50. PLEASE INCLUDE CALL OUTS FOR
4. AT THE METER VAULT CONNECTION, THE PUBLIC LINE OUT OF T
MAIN LINE TEE SHOULD BE 3" DI THOUGHOUT THE BYPASS. THE
IN SERVICE LINE THROUGH THE METER MUST BE COPPER. PVC MAY
E USED FROM THE 3" X 2" TEE TO THE SCHOOL BUILDING.
5. THE WATER SERVICE TO THE PUMP STATION YARD HYDRANT IS R
UIRED TO BE METERED AND MUST HAVE A BACKFLOW PREVENTER. E
HER PROVIDE A SEPARATE METER WITH A METER SIZING FORM OR E
END THE YARD HYDRANT LINE OUT OF THE BUILDING PRIVATE
PLUMBING.
*
6. THE PROPOSED 2" PVC VAULT DRAIN CANNOT RUN PARALLEL TO
* WATER LINE WITHIN THE EASEMENT. THE DRAIN SHOULD FOLLOW
7. WE QUESTION WHETHER A 2" DRAIN FOR THE DOUBLE CHECK VA
* THAT IS OVER 200 FEET LONG IS ADEQUATE DUE TO THE POTENT
8. LABEL THE 8" WATERLINE LOOP AS "PUBLIC" ON THE ONSIDERE
PROFILES.
*
9. FOR THE NOTE REFERRING TO THE EXISTING VALVE TO BE CLOS
*ON ROSEHILL TERRACE ADD THE WORDS "FOR WATERLINE TIE IN"
10. LABEL THE HYDRANT LEADS FOR THE RELOCATED HYDRANTS ON
OLD HUNDRED ROAD TO BE RESTRAINED JOINT PIPE ON THE PROFIL
.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : MIKE LARSON, P.E. / 804-748-1338
NAME OF PLAN : OLD HUNDRED ELEMENTARY SCHOOL
ADDRESS : 1501 OLD HUNDRED RD
SUBMISSION DATE : 11/6/17
PLAN DATED : 11/3/17
REVIEW DATE : 11/21/17
SITE PLAN NO. : 18PR0110
COMMENTS : 3RD REVIEW- APPROVED
TABLE REVIEW : YES
PLAT PROCESS :
1. PLEASE SUBMIT THREE COPIES OF THE PLANS TO THE UTILITIE
DEPARTMENT ONCE APPROVALS ARE OBTAINED FROM ALL OTHER DEPA
MENTS.
2. PLEASE NOTE THAT THIS PROJECT CONTAINS AN OFFSITE EASEM
T AND CANNOT BE RELEASED TO CONSTRUCTION UNTIL THE EASEMEN
IS SIGNED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: OLD HUNDRED ELEMENTARY SCHOOL
SITE PLAN NUMBER: 18PR0110
LATEST PLAN DATE: 07/14/17
DEPT. REC'D. DATE: 07/24/17
SUBMITTAL NUMBER: ONE
REVIEW DATE: 08/10/17
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: RIGHT-OF-WAY DEDICATIONS
.
1. PRIOR TO ANY SITE PLAN APPROVAL (SUBSTANTIAL OR FULL),
OFF-SITE RIGHT-OF-WAY DEDICATIONS AND EASEMENTS FOR ROAD
IMPROVEMENTS SHALL BE ACQUIRED. SPECIFICALLY, ROSEHALL
TERRACE IS AN OFF-SITE R/W ACQUISITION AND NEEDS TO BE
SECURED BEFORE ANY APPROVALS.
.
2. PRIOR TO FINAL SITE PLAN APPROVAL, DEDICATE RIGHT-OF-WA
45' FROM CENTERLINE ALONG THE PROJECT'S FRONTAGE TO OLD
HUNDRED RD OR NECESSARY RIGHT-OF-WAY TO PROVIDE FOR ROAD
IMPROVEMENTS, WHICHEVER IS GREATER.
.
3. STATION 121+50 TO 125, EXTEND DITCH RELOCATION, 8' PAVE
SHOULDER, AND SIDEWALK TO EASTERN PROPERTY LINE.
.
4. ENSURE ADEQUATE COVER IS MAINTAINED OVER THE EXISTING
WATERLINE ALONG OLD HUNDRED RD. WATERLINE IS SHOWN UNDER
SIDEWALK, DITCH, AND PAVED SHOULDER.
.
5. SHEET R3.0 ROAD PLAN SET:
A. NOTE DIMENSIONS (STORAGE, TAPER) OF EXISTING LEFT TURN
LANE ENTER ROSEHALL TERRACE. PLANS DO NOT NEED TO SHOW TUR
LANE JUST LABEL THE DIMENSION OF EXISTING LANE.
B. LABEL EXISTING EDGE OF PAVEMENT. THIS IS TO CLARIFY THA
PROPOSED 8' PAVED SHOULDER IS TYING INTO EXISTING PAVED
SHOULDER ON OLD HUNDRED (APPROX. STATION 109).
C. IS ANY SPECIAL TREATMENT BEING PROVIDED TO OLD HUNDRED
CROSSWALKS? CDOT WOULD RECOMMEND ADDITIONAL TREATMENT TO
THE MARKED CROSSWALKS, SUCH AS RECTANGULAR RAPID FLASH
BEACON (RRFB) OR HIGH-INTENSITY ACTIVATED CROSSWALK BEACON
(HAWK)?
.
6. HAVE ARRANGEMENTS BEEN MADE TO ADDRESS PARKING ALONG
ROSEHALL TERRACE ONCE SCHOOL IS OPEN. SCHOOLS WAS GOING T
ADDRESS DISCOURAGING CHURCH TRAFFIC FROMF PARKING ON PUBLI
ROAD (NOTES FROM APRIL 4, 2017).
.
7. PLEASE PROVIDE DIGITAL PLANS TO KIMLEY-HORN IN ORDER TO
COORDINATE SCHOOL IMPROVEMENTS WITH UPCOMING INTERSECTION
IMPROVEMENT PROJECT AT OTTERDALE/OLD HUNDRED. PROJECT IS
STILL IN PRELIMINARY ENGINEERING.
==========================================================
==========================================================
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: OLD HUNDRED ELEMENTARY SCHOOL
SITE PLAN NUMBER: 18PR0110
LATEST PLAN DATE: 09/15/17
DEPT. REC'D. DATE: 09/22/17
SUBMITTAL NUMBER: TWO
REVIEW DATE: 10/10/17
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: RIGHT-OF-WAY DEDICATIONS
.
1. PRIOR TO ANY SITE PLAN APPROVAL (SUBSTANTIAL OR FULL),
OFF-SITE RIGHT-OF-WAY DEDICATIONS AND EASEMENTS FOR ROAD
IMPROVEMENTS SHALL BE ACQUIRED. SPECIFICALLY, ROSEHALL
TERRACE IS AN OFF-SITE R/W ACQUISITION AND NEEDS TO BE
SECURED BEFORE ANY APPROVALS.
.
2. PRIOR TO FINAL SITE PLAN APPROVAL, DEDICATE RIGHT-OF-WA
45' FROM CENTERLINE ALONG THE PROJECT'S FRONTAGE TO OLD
HUNDRED RD OR NECESSARY RIGHT-OF-WAY TO PROVIDE FOR ROAD
IMPROVEMENTS, WHICHEVER IS GREATER.
==========================================================
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON (N) 768-7549
PROJECT NAME : OLD HUNDRED ELEMENTARY SCHOOL
CASE NUMBER : 18PR0110
LATEST PLAN DATE : 7/14/17
RECEIVED DATE : 7/21/17
SUBMITTAL NUMBER : 1
REVIEW DATE : 8/2/17
ADDRESS : 1501 OLD HUNDRED RD
STATUS : APPROVED
==========================================================
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON (N) 768-7549
PROJECT NAME : OLD HUNDRED ELEMENTARY SCHOOL
CASE NUMBER : 18PR0110
LATEST PLAN DATE : 9/15/17
RECEIVED DATE : 9/18/17
SUBMITTAL NUMBER : 2
REVIEW DATE : 10/5/17
ADDRESS : 1501 OLD HUNDRED RD
STATUS : APPROVED
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON (N) 768-7549
PROJECT NAME : OLD HUNDRED ELEMENTARY SCHOOL
CASE NUMBER : 18PR0110
LATEST PLAN DATE : 11/3/17
RECEIVED DATE : 11/8/17
SUBMITTAL NUMBER : 3
REVIEW DATE : 11/16/17
ADDRESS : 1501 OLD HUNDRED RD
STATUS : APPROVED
==========================================================
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: OLD HUNDRED ELEMENTARY SCHOOL
SITE PLAN NUMBER: 18PR0110
ADDRESS: 1501 OLD HUNDRED ROAD
LATEST PLAN DATE:
DEPT. REC'D. DATE:
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE:
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 FIRE HYDRANT LOCATED NEAR 12+00 NEEDS TO BE LOCATED
AT A MINIMUM DISTANCE OF 40 FEET BETWEEN THE HYDRANT
AND THE BUILDING EXTERIOR.
4. THE MAXIMUM ALLOWABLE DISTANCE BETWEEN THE DEDICATED
FIRE HYDRANT AND THE FIRE DEPARTMENT CONNECTION SHALL
BE GREATER THAN 50 FEET.
5. PROVIDE THE REQUIRED THRUST BLOCK DESIGN AND RODDING
DETAIL CHART FOR FIRE PROTECTION UNDERGROUND. ALSO
PROVIDE THE MINIMUM CONCRETE AMOUNT DESIGN CHART. THRUST
BLOCKS FOR FIRE PROTECTION UNDERGROUND SHALL BE DESIGNED
AT A MINIMUM TEST PRESSURE OF 225 PSI. THE REQUIRED
CHARTS AND DETAILS CAN BE OBTAINED FROM THE INTERNET FOR
CHESTERFIELD COUNTY - CHESTERFIELD FIRE AND EMS -
DIVISION OF FIRE AND LIFE SAFETY -
HTTP://WWW.CHESTERFIELD.GOV/PUBLICSAFETY/FIRE/PLANS.ASP
6. PARKING STALLS OR OTHER OBSTRUCTIONS, AS INDICATED IN
THE INTERNATIONAL FIRE CODE (2012) - SECTION 508.5.4,
SHALL NOT BE PLACED IN FRONT OF THE ACCESS TO FIRE
HYDRANTS, FIRE PUMP TEST HEADERS, FIRE DEPARTMENT
SPRINKLER SYSTEM CONNECTIONS, FIRE DEPARTMENT STANDPIPE
CONNECTIONS OR FIRE PROTECTION SYSTEM CONTROL VALVES.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: OLD HUNDRED ELEMENTARY SCHOOL
SITE PLAN NUMBER: 18PR0110
ADDRESS: 1501 OLD HUNDRED ROAD
LATEST PLAN DATE: 9/15/17
DEPT. REC'D. DATE: 9/25/17
SUBMITTAL NUMBER: 2ND REVIEW
REVIEW DATE: 9/25/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED PLAN IS APPROVED AS SUBMITTED.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: OLD HUNDRED ELEMENTARY SCHOOL
SITE PLAN NUMBER: 18PR0110
ADDRESS: 1501 OLD HUNDRED ROAD
LATEST PLAN DATE: 11/3/17
DEPT. REC'D. DATE: 11/8/17
SUBMITTAL NUMBER: 3RD REVIEW
REVIEW DATE: 11/13/17
RECOMMENDATION: APPROVED
TABLE REVIEW: YES
PLAT PROCESSING: YES
COMMENTS:
1. THE REVISED PLAN IS APPROVED AS SUBMITTED.

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