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All Site Plan Review Comments for Case # 18PR0131
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CASE NO: 18PR0131 STATUS: PENDING APPROVAL
PROJECT NAME: SPRING RUN AGE RESTR - LAST INTERNET UPDATE: 11/22/17
SUBMITTAL TYPE: MULTI-FAMILY
DEPARTMENT...REV..ROUTED..RESPONSE..STATUS....DATE...RVW..PHONE
ASSESSOR----: 00 09/27/17 10/18/17 ******** ********
ENVIR.ENGR.-: 00 09/27/17 10/18/17 ******** ********
FIRE DEPT.--: 00 09/27/17 10/18/17 COMPLETE 10/10/17 AWB 717-6167
MAPPING/GIS-: 00 09/27/17 10/18/17 COMPLETE 10/18/17 AMJ 768-7549
PLANNING----: 00 09/27/17 10/18/17 COMPLETE 10/17/17 BSM 717-6143
TRANSPORT.--: 00 09/27/17 10/18/17 COMPLETE 10/19/17 SJA 751-4461
UTIL.PLAN.--: 00 09/27/17 10/18/17 ******** ********
UTILITIES---: 00 09/27/17 10/18/17 AMENDED* 10/23/17 LV 748-1863
UTIL.R.O.W.-: 00 09/27/17 10/18/17 ******** ********
VDOT--------: 00 09/27/17 10/18/17 ******** ********
REVIEW DEPARTMENT: UTILITIES DEPARTMENT
REVIEWER/PHONE # : LINNETTE VASQUEZ, P.E./748-1863
NAME OF PLAN : SPRING RUN AGE RESTRICTED
ADDRESS : 7251 NORTH SPRING RUN RD
SUBMISSION DATE : 9/29/17
PLAN DATED : 9/26/17
REVIEW DATE : 10/18/17
SITE PLAN NO. : 18PR0131
COMMENTS : 1ST REVIEW-NOT APPROVED
TABLE REVIEW : NO
PLAT PROCESS :
*
1. UTILITIES PROJECT 15-0140 NUMBER SHALL BE PLACED ON
THE LOWER RIGHT HAND CORNER OF EACH SHEET.
*
2. UPDATE UTILITIES CONTACT ON COVER SHEET NOTE #24 TO
LINNETTE D. VASQUEZ, P.E. SENIOR ENGINEER 804-748-1863.
*
3. UPDATE ALL MATERIALS TO CORRESPOND WITH UTILITIES PLAN
SHEETS. ENSURE METER SIZES ARE CORRECT AND IN THE PUBLIC
CATEGORY.
*
4. REVISE ELEVATION ON NOTE 4 ON DES-2 DETAIL TO AT OR
BELOW THE 225 ELEVATION ON SHEET C5.3 NOTE ON UTILITIES
PLAN SHEET IF ANY SERVICES WILL BE AT OR UNDER THIS
ELEVATION.
*
5. CLEARLY SHOW AND LABEL EXISTING FIRE HYDRANT ON NORTH
SPRING RUN RD.
*
6. SHOW AND LABEL APPROXIMATE LOCATION OF WATERLINE
JUMPER. ADD DETAIL WAT-6 TO C5.3.
*
7. CLEARLY LABEL ALL EXISTING AND PROPOSED WATER AND
SEWER LINES WITH SIZE AND MATERIAL AND COUNTY PROJECT
NUMBER ON ALL PLAN AND PROFILE VIEWS. LABEL COUNTY PROJECT
# 89-0739 FOR WATERLINE ON NORTH SPRING RUN RD AND COUNTY
PROJECT # 89-0228 AT EXISTING SEWER TIE IN.
*
8. CLEARLY SHOW AND LABEL WIDTH OF ALL EXISTING SEWER
EASEMENTS AND PROVIDE DEED BOOK AND PAGE NUMBERS.
*
9. PROVIDE THE NUMBER OF APARTMENT UNITS INDICATING THE
NUMBER OF EACH TYPE OF BEDROOM UNITS.
*
10. PROVIDE REFERENCE DISTANCES FROM RIGHT OF WAY,
BOUNDARY, BUILDINGS OTHER UTILITY LINES, FACE OF CURB, ETC
AS APPLICABLE FOR PROPOSED WATER AND SEWER LINES.
*
11. PROVIDE A MINIMUM OF 10 FEET HORIZONTAL SEPARATION
DISTANCE BETWEEN WATER AND SEWER LINES AND PROVIDE A
MINIMUM OF 16 FOOT EASEMENT FOR ALL WATERLINES.
*
12. PROVIDE ALL ADJACENT PROPERTY OWNER NAMES ON EXISTING
LOTS ON PLAN SHEETS.
*
13. 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.
*
14. MOVE THE BASE OF ALL TREES AND LIGHT POLES OUTSIDE ALL
UTILITY EASEMENTS. PROVIDE MINIMUM HORIZONTAL DISTANCES
BETWEEN TREES AND POLES AND UTILITY FIXTURES.
*
15. PROVIDE A MINIMUM OF TWO VALVES AT WATERLINE TIE IN
POINT ON NORTH SPRING RUN RD.
*
16. ON WATERLINE 1 PROFILE NEAR STATION 1+50 THE REVISED
ALIGNMENT WILL REQUIRE AN ENGINEERED, DESIGNED, JOINT
RESTRAINT SYSTEM. PROVIDE A COPY OF ALL CALCULATIONS
PERFORMED TO THE LENGTHS OF PIPE REQUIRING JOINT RESTRAINT
AND CLEARLY SHOW THESE DISTANCES IN THE PROFILE VIEWS.
REFERENCE THE LOCATION OF DETAIL WAT-8 PROVIDED ON SHEET
C5.3.
*
17. PROVIDE STATIONING FOR ALL WATERLINES. ADD LABEL OF 1
AND 2 TO CORRESPOND WITH PROFILE SHEET.
*
18. PROVIDE WATER METER SIZING FORM FOR APARTMENTS,
CLUBHOUSE, AND IRRIGATION METER IF APPLICABLE ON PLAN
SHEETS AND SEPARATE ATTACHMENT.
*
19. REVISE WATER SERVICE LABEL TO INDICATE 2 5/8" METERS
AT EACH LOCATION. THE METERS SHOULD BE LOCATED THREE FEET
BEHIND THE COTTAGE SIDE OF THE PROPOSED SIDEWALKS AND
OUTSIDE OF DRIVEWAYS.
*
20. EVALUATE ADJUSTING VALVE DEPTH TO BE LESS THAN 6 FEET
DEEP BY GOING OVER THE 18" PVC STORM PIPE NEAR STATION 6+6
ON WATERLINE PROFILE 1.
*
21. PROVIDE STORM STRUCTURES NUMBER LABELS ON WATER AND
SEWER PROFILES.
*
22. SHOW AND LABEL ALL WATER EASEMENTS AT ALL PROPOSED
LINES, HYDRANTS, AND AROUND WATER METERS.
*
23. REVISE LABEL FOR FIRE DETECTOR CHECK TO REMOVE METER
LABEL. SHOW PRIVATE FIRE LINE OUTSIDE WATER EASEMENT.
*
24. PROVIDE AND LABEL A BACKFLOW PREVENTION ASSEMBLY FOR
THE FOUR STORY BUILDING AT THE FDC AND AT THE DOMESTIC
METER.
*
25. PROVIDE A MINIMUM OF TEN FEET HORIZONTAL
SEPARATION DISTANCE BETWEEN SEWER LINES, SEWER LATERALS AN
WATER METERS OR FLUSHING HYDRANTS AND BETWEEN SEWER LINE
AND STORM DRAINAGE STRUCTURES. ANALYZE DISTANCES BETWEEN
PROPOSED CURB AND GUTTER AND PROPOSED FIRE HYDRANTS
AS WELL AS ALL SEPARATION DISTANCES BETWEEN LATERALS.
*
26. PROVIDE MINIMUM VERTICAL SEPARATION AT ALL SANITARY
SEWER LATERALS AND WATER SERVICES INCLUDING AT THE END OF
THE WATERLINE NEAR COTTAGE #8.
*
27. INDICATE IF ANY IRRIGATION SYSTEM IS PROPOSED.
*
28. PROVIDE AND LABEL SIMULTANEOUS WATER PRESSURE FLOW
INFORMATION FOR THE REQUIRED FIRE FLOW. REFER TO DETAIL
DES-5.
*
29. CALCULATE AND LABEL DISTANCE FROM EXISTING VALVE TO
BE USED FOR CUT-OFF DURING TIE-IN TO PROPOSED CONNECTION O
UTILITIES PLAN SHEET. CLEARLY LABEL TAPPING SLEEVE AND
VALVE OR CUT-IN TEE ON PLAN AND PROFILE SHEET.
*
30. PROVIDE THRUST PROTECTION AT ALL BENDS, TRANSITIONS,
AND END OF LINES. CALCULATE AND LABEL LENGTH OF ALL
RESTRAINT JOINT PIPE SYSTEMS INCLUDING AT EXISTING PIPE
ENDS. CLEARLY SHOW AND LABEL ON PROFILE SHEET.
*
31. REVISE LOCATION OF WATER SERVICES AND FLUSHING
HYDRANTS PER DETAIL WAT-5. PROVIDE DETAIL ON PLANS. MOVE
FIRE HYDRANT NEAR COTTAGE 8 OUTSIDE OF THE ISLAND AND
CLOSER TO COTTAGES. COORDINATE WITH FIRE DEPARTMENT.
*
32. SEWER FOR THIS PROJECT IS REQUIRED TO BE PRIVATE.
LABEL AS PRIVATE ON PLAN AND PROFILES SHEETS. REVISE SITE
DATA INFORMATION ON COVER SHEET.
*
33. REVISE KOR-N-SEAL LABEL ON PLAN AND PROFILE VIEW TO
INDICATE EXISTING MH #16 MANHOLES TO BE CORE DRILLED AND
KOR-N-SEAL GASKET IS TO BE INSTALLED THAT WILL BE UTILIZED
FOR TIE-IN.
*
34. PROVIDE EXACT VERTICAL SEPARATION DISTANCE AT ALL
SEWER AND STORM CROSSINGS.
*
35. PROVIDE MANHOLE LABELS ON SEWER PROFILE.
*
36. SHOW AND LABEL EXISTING SEWER LINE AT TIE IN MANHOLE
ON PROFILE SHEETS WITH COUNTY PROJECT NUMBER. SHOW MATCHIN
OF PIPE CROWN ELEVATIONS.
*
37. ALL SEWER LINES ARE TO BE DESIGNED WITH THE ENTRY
INTO THE MANHOLE BY THE PROPOSED SEWER LINES AT AN ANGLE O
90 DEGREES OR GREATER TO THE DOWNSTREAM LINE. PROVIDE ALL
DEFLECTION ANGLES ON PLAN SHEET.
*
38. PROVIDE A SEWER LATERAL FOR THE PROPOSED 4 STORY
APARTMENTS.
*
39. PROVIDE AND LABEL FOUR SEPARATE 6" SEWER LATERALS FOR
EACH COTTAGE WITH LINES AND CLEAN OUTS OUTSIDE OF DRIVEWAY
AND ROADS.
*
40. MANHOLE INSERTS ARE REQUIRED FOR ALL MANHOLES. THE
APPROVED INSERT IS PARSONS PMI3SE MANHOLE INSERT WITH
VALVE, GASKET, AND STRAP. NOTE THAT MANHOLE INSERTS ARE NO
REQUIRED FOR SAMPLING (MONITORING) MANHOLES.
*
41. REVISE MH #1 TO BE A MONITORING MANHOLE. PROVIDE
DETAIL MAN-17 ON PLANS.
*
42. PROVIDE DUCTILE IRON PIPE BETWEEN EXISTING MH AND
PROPOSED MH7 UNDER THE 54" STORM PIPE. LABEL ON SEWER
PROFILE SHEET.
*
43. LABEL MINIMUM COVER ON SEWER PROFILE SHEET.
*
44. FIELD VERIFY SEWER AT TIE IN POINTS. LABEL INFORMATION
OBTAINED AS FIELD VERIFIED ON PROFILE SHEETS. ADD NOTE TO
PLANS THAT THE CONTRACTOR MUST ALSO FIELD VERIFY THE
INVERTS OF ALL EXISTING MANHOLES, GAS LINES, OTHER UTILITY
LINES PRIOR TO THE START OF CONSTRUCTION.
REVIEW DEPARTMENT: CHESTERFIELD TRANSPORTATION DEPARTMEN
REVIEWER/PHONE#: STEVEN J. ADAMS, P.E. (804)751-4461
EMAIL: ADAMSST@CHESTERFIELD.GOV
NAME OF PLAN: SPRING RUN AGE RESTRICTED
SITE PLAN NUMBER: 18PR0131
LATEST PLAN DATE: 09/26/17
DEPT. REC'D. DATE: 09/29/17
SUBMITTAL NUMBER: ONE (MORRISON)
REVIEW DATE: 10/19/17
RECOMMENDATION: NOT APPROVED
PLAT PROCESSING: R/W DEDICATION - SPRING RUN RD
PRIVATE ACCESS ESMT
.
1. PRIOR TO ANY SITE PLAN APPROVAL, PROVIDE THE FOLLOWING
IN ACCORDANCE WITH CASE 16SN0554:
A. ACCESS EASEMENT, ACCEPTABLE TO CDOT, SHALL BE RECORDED
ACROSS THE PROPERTY TO PROVIDE SHARED USE OF THE MAIN
ACCESS WITH ADJACENT PROPERTIES TO THE NORTH (GPIN 725-671
5911 & 9022). ACCESS SHALL PROVIDE FOR NON-EXCLUSIVE USE O
THE ESMT. (PROF COND 4)
B. R/W DEDICATION ALONG SPRING RUN RD REQUIRED FOR THE
IMPROVEMENTS (RIGHT TURN LANE, SIDEWALK). (PROF COND 6C)
.
2. REMOVE "BY OTHERS" FROM THE SPRING RUN RD IMPROVEMENTS.
IMPROVEMENTS ARE REQUIRED BY THE ZONING CASE. IF ROAD
IMPROVEMENTS WILL BE DONE AS SEPARATE PLAN, THEN REFERENCE
SITE PLAN CASE. PLAN WILL NEED TO BE APPROVED PRIOR TO OR
IN CONJUNCTION WITH THIS PLAN. PRIOR TO ISSUANCE OF ANY
OCCUPANCY PERMIT, ROAD IMPOVEMENTS SHALL BE COMPLETED.
.
3. PROVIDE SIDEWALK BETWEEN PROPOSED FULL ACCESS & NORTHER
PROPERTY LINE, REQUIRED PER PROF COND 6B.
.
4. SIDEWALK NEEDS TO BE LOCATED WITH RIGHT-OF-WAY
DEDICATION AND NOT AN EASEMENT TO ENSURE VDOT MAINTENANCE.
REVISE PLAN ACCORDINGLY.
.
5. CDOT RECOMMENDS LOCATING EMERGENCY ACCESS GATE 20'
FURTHER INTO SITE ACCESS TO ALLOW FOR ADDITIONAL PULL-OFF
AREA FOR EMERGENCY VEHICLES.
.
6. DIMENSION PROPOSED RIGHT TURN LANE ALONG SPRING RUN RD.
.
7. NOTE SPRING RUN RD COUNTY CLASSIFICATION ON THE PLANS
(MAJOR ARTERIAL).
==========================================================
==========================================================
REVIEW DEPARTMENT: PLANNING
REVIEWER / PHONE #: BRAD MORRISON / 717-6143
PLAN NAME: SPRING RUN AGE RESTRICTED
PLAN NUMBER :18PR0131
ORIGINAL PLAN DATE: 9/26/17
REVISION DATE:
LATEST SUBMISSION DATE: 9/26/17
REVIEW DATE: 10/17/17
SUBMITTAL NUMBER : 1
STATUS: REVISIONS REQUIRED.
TABLE REVIEW: NO
.
1. EXISTING TREE LINE ON THE LANDSCAPE PLAN AND E & S
PLAN ARE NOT CONSISTENT. THE TWO SHOULD BE
CONSISTENT AND AREAS TO REMAIN PROTECTED BY
TREE PROTECTION TAPE.
.
2. QUANTIFY THE RECREATIONAL AREA PROPOSED IN SQUARE
FEET. THE AREA MUST BE 10 PERCENT OF THE PROJECT.
.
3. ARCHITECTURAL ELEVATIONS, MATERIALS, AND INFORMATION
MUST BE PROVIDED AND APPROVED PRIOR TO PLAN APPROVAL.
.
4. EXISTING TREES AND SHRUBS UTILIZED TO MEET BUFFER
REQUIREMENT MUST BE QUANTIFIED. PROVIDE AN ACCOUNTING
OF EXISTING VEGETATION USED. CONSISTENCY WITH
19.1-263.A.2.B AND ZONING CASE TO BE MAINTAINED.
.
5. PROVIDE A DECORATIVE FENCE ADJACENT BMP AND
DRIVEWAYS AND WALKWAYS. SAFETY MEASURES EQUIVALENT
TO GUARDRAILS SHOULD ALSO TO BE APPLIED.
.
6. PROVIDE SQUARE FOOTAGE OF BUILDING AND ITEMIZE USES
AND SQUARE FOOTAGE OF USE. SALES LEASES TO BE NO
MORE THAN 25 PERCENT.
.
7. PROVIDE PEDESTRIAN LIGHTING ALONG FOOTPATH LEADING
TO SHOPPING CENTER.
8. CLEARLY LABEL OR KEY PROPOSED BENCHES, CURB CUTS.
.
9. PROVIDE SIDEWALK ALONG ENTIRE FRONTAGE WITH
SPRING RUN ROAD AND CONNECT TO INTERIOR SIDEWALK
NETWORK ADJACENT CLUBHOUSE & SECONDARY ACCESS.
.
NOTES:
A. PRIOR TO OCCUPANCY PERMIT, PRIVATE ACCESS ROAD
CONNECTION TO THE ADJOINING SHOPPING SHALL BE
COMPLETED.
==========================================================
REVIEW DEPARTMENT: GIS + HOUSE NUMBERING
REVIEWER : AMY JOHANSON 768-7549
PROJECT NAME : SPRING RUN AGE RESTRICTED
CASE NUMBER : 18PR0131
LATEST PLAN DATE : 9/26/17
RECEIVED DATE : 10/2/17
SUBMITTAL NUMBER : 1
REVIEW DATE : 10/17/17
ADDRESS : PENDING
STATUS : NOT APPROVED
PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS CONCERNING
THE COMMENTS BELOW.
1. MORE THAN ONE DIRECTION OF TRAVERSE IS SHOWN. PLEASE
REVISE THE SURVEY TO SHOW ONLY ONE PATH OF TRAVERSE.
2. FOR ADDRESSING PURPOSES, INDICATE THE METHOD OF MAIL
DELIVERY - INSIDE BUILDING KIOSK; OR NEIGHBORHOOD
DELIVERY COLLECTION BOX UNIT (NDCBU). IF DELIVERY IS
BY NDCBU, PLACE THE LOCATION OF EACH NDCBU KIOSK ON
THE PLAN AND INDICATE WHICH BUILDINGS WILL BE SERVED
BY EACH UNIT.
3. A FLOOR PLAN LAYOUT OF THE APARTMENT BUILDING MUST
BE SUBMITTED WITH THE SITE PLAN.
4. STREETS NEED TO 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 (NUMBER
OF SIGNS TO BE DETERMINED WHEN STREETS ARE NAMED)
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 18PR0131.
7. 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.
==========================================================
REVIEW DEPARTMENT: FIRE
REVIEWER/PHONE#: ANTHONY BATTEN / 717-6167
EMAIL: BATTENA@CHESTERFIELD.GOV
NAME OF PLAN: SPRING RUN AGE RESTRICTED
SITE PLAN NUMBER: 18PR0131
ADDRESS: 7251 NORTH SPRING RUN ROAD
LATEST PLAN DATE: 9/26/17
DEPT. REC'D. DATE: 10/5/17
SUBMITTAL NUMBER: 1ST REVIEW
REVIEW DATE: 10/10/17
RECOMMENDATION: NOT APPROVED
TABLE REVIEW: NO
PLAT PROCESSING: NO
COMMENTS:
1. PROVIDE THE GATE DETAIL FOR THE GATE SECURING THE FIRE
APPARATUS ACCESS ROAD. THE DETAILS SHALL COMPLY WITH
THE 2012 INTERNATIONAL FIRE CODE, APPENDIX D,
SECTION D103.5
2. 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
3. PROVIDE THE DETAIL FOR THE PLAN AND ELEVATION
(SECTION)VIEW OF THE FIR-3 DOUBLE CHECK ASSEMBLY VAULT
AS PUBLISHED BY THE CHESTERFIELD COUNTY UTILITIES
DEPARTMENT.
4. PROVIDE THE DETAILS FOR THE AUTOMATIC SPRINKLER SYSTEM
RUN-IN AND STUB UP, INCLUDING ALL APPLICABLE NOTES. SEE:
HTTP://WWW.CHESTERFIELD.GOV/PUBLICSAFETY/FIRE/PLANS.ASP
FOR A COPY OF THE DETAILS.

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