CIVIL ENGINEER STRUCTURAL ENGINEER DEPARTMENT OF … · midlothian tnpk forest hill semmes ave...
Transcript of CIVIL ENGINEER STRUCTURAL ENGINEER DEPARTMENT OF … · midlothian tnpk forest hill semmes ave...
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DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION
AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE CITY OF RICHMOND.
THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE
LATEST VERSIONS OF VDOT'S 2016 ROAD AND BRIDGE SPECIFICATIONS,
2016 ROAD AND BRIDGE STANDARDS, 2011 WORK AREA PROTECTION
MANUAL, THE LATEST VERSION OF THE MUTCD AND AS AMENDED BY
THE CONTRACT PROVISIONS.
VICINITY MAP
INDEX OF SHEETS
SHEET NUMBER
COVER SHEET C1.0
GENERAL CONSTRUCTION NOTES C2.0
GENERAL CONSTRUCTION DETAILS C2.1
EXISTING CONDITIONS C2.2
EROSION AND SEDIMENT CONTROL NOTES C2.3
EROSION AND SEDIMENT CONTROL DETAILS C2.4
EROSION AND SEDIMENT CONTROL PLAN C2.5
PLAN & PROFILE SHEET C3.0
DRAINAGE & HYDROLOGY C4.0
STRUCTURAL DETAILS S1.0
FOREST HILL PARK PATH REPAIR
CITY OF RICHMOND, VIRGINIA
DEPARTMENT OF PUBLIC WORKS
11/20/2018
DENOTES PROJECT LOCATION
CIVIL ENGINEER STRUCTURAL ENGINEER
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YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA MARYLAND
Site Development Residential Infrastructure Technology
CHECKED BY:
DRAWN BY:DATE:
SCALE:
REVISIONS
AS BUILT DATE
YOUR VISION ACHIEVED THROUGH OURS.
1001 Boulders Parkway, Suite 300 | Richmond, VA 23225
TEL 804.200.6500 FAX 804.560.1016 www.timmons.com
THIS DRAWING PREPARED AT THE
CORPORATE OFFICE
39490.006
DEPARTMENT OF PARKS, RECREATION
& COMMUNITY FACILITIES
CITY OF RICHMOND, VIRGINIA
SHEET NO.
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GENERAL NOTES
1. THIS PROJECT IS PROPOSED BY: CITY OF RICHMOND
PARKS, RECREATION & COMMUNITY FACILITIES
1209 ADMIRAL STREET
RICHMOND, VA 23220
(804) 646 - 5733
2. ALL WORK PROPOSED WITHIN FOREST HILL PARK.
3. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE VIRGINIA DEPARTMENT OF
TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS DATED 2016, AND ROAD AND BRIDGE
STANDARDS, DATED 2016, AS AMENDED BY CONTRACT PROVISIONS AND THESE PLANS, AND CITY OF
RICHMOND RIGHT-OF-WAY EXCAVATION AND RESTORATION MANUAL.
4. LOCATE ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. IF ANY UTILITY DIFFERS
THAN WHAT IS SHOWN ON THE PLAN, CONTACT THE ENGINEER IMMEDIATELY.
5. IF THE ELEVATIONS SHOWN ON THESE PLANS ARE FOUND TO BE DIFFERENT THAN FIELD CONDITIONS,
CONTACT THE ENGINEER IMMEDIATELY.
6. ACQUIRE ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. ALL FEES ASSOCIATED WITH PERMITS
SHALL BE PAID BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED.
7. THE CONTRACTOR SHALL BE AWARE OF THE POTENTIAL WEIGHT LIMIT ON THE EXISTING BRIDGE OVER
REEDY CREEK (SHOWN ON THE ATTACHED PLANS). EQUIPMENT EXCEEDING 20,000 LB OPERATING
WEIGHT SHALL NOT BE DRIVEN OVER EXISTING BRIDGE WITHOUT WRITTEN APPROVAL BY THE
ENGINEER OF RECORD.
8. EXISTING CONDITIONS SHOWN HEREON COMPILED FROM CITY OF RICHMOND GIS INFORMATION AND
FIELD SURVEY DATA FROM TIMMONS GROUP DATED AUGUST 31, 2018.
CONSTRUCTION NOTES
1. ALL WORK SHALL BE SUBJECT TO INSPECTION BY DPU INSPECTOR. NOTIFY APPROPRIATE CITY
OFFICIALS 72 HOURS PRIOR TO START OF WORK.
2. CALL "MISS UTILITY" OF CENTRAL VIRGINIA 1-800-552-7001 (TOLL FREE) PRIOR TO CONSTRUCTION.
VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS IN
AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF
LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLAN, IF THERE APPEARS TO
BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS.
3. IF ENCOUNTERED, REMOVE UNSUITABLE MATERIAL AND REPLACE WITH FLOWABLE FILL OR AS
DIRECTED BY THE ENGINEER.
4. WITHIN THE PROJECT LIMITS, PROVIDE TEMPORARY DRAINAGE DURING CONSTRUCTION OR TO
RELIEVE AREAS THAT MAY CAUSE DAMAGE TO PATHS AS DIRECTED BY THE CITY OF RICHMOND
INSPECTOR.
5. CLEAN ALL DRAINAGE PIPES AND STRUCTURES OF DEBRIS AND ERODED MATERIAL AT ALL STAGES
OF CONSTRUCTION.
6. REFER TO THE LATEST VERSION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND
BRIDGE STANDARDS AND SPECIFICATIONS.
7. DO NOT BEGIN WORK UNTIL THE PERMIT INSPECTOR HAS BEEN NOTIFIED, A PRE-CONSTRUCTION
CONFERENCE HAS BEEN HELD AND MISS UTILITY HAS MARKED ALL UTILITIES.
8. CONCRETE AND ASPHALT CUTS SHALL BE AS CLEAN AND STRAIGHT AS POSSIBLE, WITH NO OUTLINE
DIMENSIONS LESS THAN 3 FEET WITHOUT SPECIAL APPROVAL OF THE PERMIT INSPECTOR. REFER
TO DETAIL ON SHEET 2A FOR PAVEMENT RESTORATION.
9. FINAL ACCEPTANCE BY THE CITY SHALL NOT BE MADE UNTIL ALL WORK SHOWN ON THE APPROVED
PLANS IS COMPLETE.
CONSTRUCTION SEQUENCE
1. CONSTRUCT PROJECT ACCORDING TO THE SEQUENCE OF CONSTRUCTION DESCRIBED
BELOW. THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE SEQUENCE OF CONSTRUCTION
PRIOR TO THE START OF CONSTRUCTION FOR APPROVAL BY THE ENGINEER.
2. ACQUIRE ALL PERMITS PRIOR TO CONSTRUCTION. ALL FEES ASSOCIATED WITH PERMITS
SHALL BE PAID BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED.
3. CALL "MISS UTILITY" AT 1-800-552-7001 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
CONTACT THE ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM
THAT SHOWN ON THE PLAN. IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY
OF ANY UTILITY NOT SHOWN ON THE PLANS.
4. PERFORM CONSTRUCTION SURVEY STAKEOUT FOR PROPOSED IMPROVEMENTS AND
CONSTRUCTION LIMITS. ALL SURVEYING OPERATIONS MUST BE PERFORMED BY A
VIRGINIA LICENSED SURVEYOR.
5. INSTALL EROSION AND SEDIMENT CONTROL MEASURES BEFORE COMMENCING ANY LAND
DISTURBING ACTIVITIES.
6. PROTECT EXISTING TREES LOCATED NEAR THE WORK ZONE WITH TREE PROTECTION.
7. REMOVE EXISTING HANDRAIL WHERE STILL INTACT.
8. SAW CUT AND DEMOLISH EXISTING PAVEMENT AS SHOWN ON PLANS.
9. CLEAR LOOSE RUBBLE AND DEBRIS FROM WORK AREA, INCLUDING BEHIND THE DRY
STACK RETAINING WALL. CLEAR TREES FROM WORK AREA AS SHOWN ON TYPICAL
SECTION. NO OTHER TREES SHALL BE REMOVED WITHOUT THE APPROVAL OF THE
ENGINEER.
10. REMOVE ABANDONED CLAY PIPE.
11. REPOINT EXISTING FIELD STONE WALL WITHIN PROJECT LIMITS.
12. RECONSTRUCT AND REPAIR THE DRY STACK RETAINING WALL USING EXISTING ON-SITE
DRY STACK ROCKS AND SUPPLEMENTAL DRY STACK ROCKS, AS NEEDED. PLACE
SMALLER STONES AND MORTAR TO FILL VOIDS BETWEEN STONES ALONG BACKSIDE OF
THE RETAINING WALL.
13. RE-ESTABLISH RIPRAP ALONG THE OUTER FACE OF THE WALL.
14. INSTALL FLOWABLE BACKFILL AS NECESSARY TO FILL VOIDS IN WASHED OUT PATH AREA.
15. INSTALL ONE LAYER OF STONE SUBBASE INTO TOP SURFACE OF FLOWABLE BACKFILL
WHILE THE FLOWABLE BACKFILL IS TACKY.
16. INSTALL AND GRADE STONE SUBBASE TO ACHIEVE APPROPRIATE CROSS-SLOPES OF
PAVEMENT.
17. INSTALL SURFACE PAVEMENT COURSE.
18. INSTALL NEW HANDRAIL ALONG THE EDGE OF THE PAVEMENT PATHWAY AS SHOWN ON
PLANS.
19. EXCAVATE ANY BUILT-UP DEBRIS UPSTREAM OF AND WITHIN THE CULVERT JUST NORTH
OF THE WASHED OUT AREA.
20. MAINTAIN ALL EROSION CONTROL DEVICES DURING CONSTRUCTION AND REMOVE ONCE
THE DISTURBED AREAS HAVE BEEN STABILIZED AND RELEASED BY THE CITY INSPECTOR.
(AS APPLICABLE)LEGEND
DESCRIPTIONABBR.SYMBOL DESCRIPTIONABBR.(AS APPLICABLE)
UTILITY LEGEND
SYMBOL
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YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA MARYLAND
Site Development Residential Infrastructure Technology
CHECKED BY:
DRAWN BY:DATE:
SCALE:
REVISIONS
AS BUILT DATE
YOUR VISION ACHIEVED THROUGH OURS.
1001 Boulders Parkway, Suite 300 | Richmond, VA 23225
TEL 804.200.6500 FAX 804.560.1016 www.timmons.com
THIS DRAWING PREPARED AT THE
CORPORATE OFFICE
39490.006
DEPARTMENT OF PARKS, RECREATION
& COMMUNITY FACILITIES
CITY OF RICHMOND, VIRGINIA
SHEET NO.
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achel C
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YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA MARYLAND
Site Development Residential Infrastructure Technology
CHECKED BY:
DRAWN BY:DATE:
SCALE:
REVISIONS
AS BUILT DATE
YOUR VISION ACHIEVED THROUGH OURS.
1001 Boulders Parkway, Suite 300 | Richmond, VA 23225
TEL 804.200.6500 FAX 804.560.1016 www.timmons.com
THIS DRAWING PREPARED AT THE
CORPORATE OFFICE
39490.006
DEPARTMENT OF PARKS, RECREATION
& COMMUNITY FACILITIES
CITY OF RICHMOND, VIRGINIA
SHEET NO.
![Page 4: CIVIL ENGINEER STRUCTURAL ENGINEER DEPARTMENT OF … · midlothian tnpk forest hill semmes ave westover hillsblvd ave riverside dr james river 76 hull st us 360 us 60 us 60 design](https://reader035.fdocuments.in/reader035/viewer/2022062601/5e07322e6800b84f4f0b3bfc/html5/thumbnails/4.jpg)
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THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND
RESPONSIBLE CHARGE OF MARC C. SNIDER FROM AN ACTUAL GROUND
SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS
OBTAINED ON AUGUST 31, 2018. THIS PLAT, MAP AND DIGITAL GEOSPATIAL
DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS
UNLESS OTHERWISE NOTED.
HORIZONTAL DATUM: NAD83
VERTICAL DATUM: NAVD88
DATUM ESTABLISHED BY RTK GPS (CORRECTIONS FROM RTCM-REF 0568)
UTILITY MARKING AND ESTABLISHING BOUNDARY LINES WAS NOT INCLUDED
IN SCOPE.
R
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CONTINUATION OF SANITARY
SEWER PER CITY GIS.
100-YEAR FLOODPLAIN
(APPROX.)
CITY OF RICHMOND
PARKS & RECREATION
CITY OF RICHMOND
PARKS & RECREATION
CONTINUATION OF SANITARY
SEWER PER CITY GIS.
REEDY
EXISTING BRIDGE
N
A
D
8
3
0
SCALE 1"=10'
20'10'
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YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA MARYLAND
Site Development Residential Infrastructure Technology
CHECKED BY:
DRAWN BY:DATE:
SCALE:
REVISIONS
AS BUILT DATE
YOUR VISION ACHIEVED THROUGH OURS.
1001 Boulders Parkway, Suite 300 | Richmond, VA 23225
TEL 804.200.6500 FAX 804.560.1016 www.timmons.com
THIS DRAWING PREPARED AT THE
CORPORATE OFFICE
39490.006
DEPARTMENT OF PARKS, RECREATION
& COMMUNITY FACILITIES
CITY OF RICHMOND, VIRGINIA
SHEET NO.
Survey Control MonumentsName Northing Easting Point Elevation
CP Magnail 3714552.55 11781171.31 83.25'CP Spike 3714264.20 11780899.77 82.78'
CPP Magnail No. 1 3714561.33 11781201.14 82.50'CPP Magnail No. 2 3714677.78 11781285.19 76.43'
1
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MAINTENANCE (SEE MINIMUM STANDARDS FOR ADDITIONAL INFORMATION)
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH RUN-OFF
PRODUCING RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR:
1. CHECK THE SILT FENCE BARRIER FOR UNDERMINING OR DETERIORATION OF THE FABRIC. REMOVE SEDIMENT
WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER.
2. CHECK THE SEEDING AREAS TO ENSURE THAT A STAND OF GRASS IS MAINTAINED. FERTILIZE AND RESEED AS
NEEDED.
3. CHECK THE CONSTRUCTION ENTRANCE PERIODICALLY SO IT IS MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. ALL MATERIALS SPILLED, DROPPED,
WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED
IMMEDIATELY.
4. CHECK INLET PROTECTION AND CHECK DAM MEASURES FOR NECESSARY REPAIRS AS PER THE HANDBOOK
REQUIREMENTS. ANY SEDIMENT THAT HAS ACCUMULATED MUST BE REMOVED.
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES-1:UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA
REGULATIONS 9VAC25-840-40 EROSION AND SEDIMENT CONTROL REGULATIONS.
ES-2:THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION
CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK
PRIOR TO THE FINAL INSPECTION.
ES-3:ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN
CLEARING.
ES-4:A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT
ALL TIMES.
ES-5:PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN
APPROVING AUTHORITY.
ES-6:THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE APPROVING AUTHORITY.
ES-7:ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING
LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
ES-8:DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
ES-9:THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF
THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO MAKE REPAIRS AND IMPROVEMENTS TO A SECTION OF PEDESTRIAN PATH IN
FOREST HILL PARK IN THE CITY OF RICHMOND. THE PROJECT WILL REPLACE A WASHED-OUT SECTION OF PATH
AND INTRODUCE NON-ERODIBLE BASE MATERIALS TO PREVENT FUTURE WASHOUTS. THESE IMPROVEMENTS WILL
NOT REQUIRE UTILITY RELOCATIONS AND WILL NOT REQUIRE ANY ACQUISITION OF PERMANENT OR TEMPORARY
EASEMENTS. THE TOTAL LAND DISTURBANCE FOR THIS PROJECT IS APPROXIMATELY 0.21 ACRES.
EXISTING SITE CONDITIONS
THE SITE CURRENTLY CONSISTS OF A SECTION OF ASPHALT PATH WHICH HAS BEEN ERODED AND WASHED OUT,
EXPOSING UNDERLYING SOIL AND BEDROCK. THE SURROUNDING TOPOGRAPHY OF THE PROJECT SITE CONSISTS
OF STEEP, WOODED SLOPES SURROUNDING THE PATH.
ADJACENT PROPERTY
ALL ADJACENT PROPERTY IS FORESTED PARK LAND THAT IS MANAGED BY CITY OF RICHMOND PARKS &
RECEREATION.
SOILS
IMMEDIATELY ADJACENT TO THE PROJECT SITE, THE PREDOMINANT SOIL IS CLASSIFIED AS
"WATEREE-WEDOWEE-ROCK OUTCROP COMPLEX, 45 TO 60 PERCENT SLOPES". THE PREDOMINANT SOIL
CLASSIFICATION NEAR AND IN THE CREEK IS "JOHNSTON MUCKY LOAM, 0 TO 3 PERCENT SLOPES, FREQUENTLY
FLOODED".
OFF-SITE AREAS
NO OFF-SITE DISTURBANCE IS PLANNED.
CRITICAL EROSION AREAS
CRITICAL AREAS AREA AS FOLLOWS:
1. EXISTING STREAM AREAS. CONTRACTOR SHALL TAKE GREAT CARE TO AVOID ANY SEDIMENT DEPOSIT IN
REEDY CREEK. WORK NEAR THE STREAM SHALL BE AS QUICK AND EFFICIENT AS POSSIBLE. CONTRACTOR
SHALL LIMIT, TO THE GREATEST EXTENT POSSIBLE, THE LENGTH OF TIME WORKING NEAR THE CREEK.
2. AREAS BEHIND THE DESTROYED DRY STACK RETAINING WALL.
3. AREAS DIRECTLY UNDERNEATH THE PROPOSED PATH RECONSTRUCTION.
EROSION & SEDIMENT CONTROL MEASURES
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND
SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF
THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE GRANTED BY THE
CITY OF RICHMOND. ALL MEASURES SHALL BE MAINTAINED FOR THE ENTIRETY OF THE PROJECT AND SHALL NOT
BE REMOVED UNTIL APPROVED BY THE CITY. THE CONTRACTOR SHALL DETERMINE A STOCKPILE AREA (IF
REQUIRED), IF AREA IS OUTSIDE OF THE LIMITS OF DISTURBANCE AS SHOWN IN THESE PLANS, THE LOCATION
MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF RICHMOND PRIOR TO CONSTRUCTION.
MINIMUM STANDARDS
MS-1: APPLY PERMANENT SOIL STABILIZATION TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL
GRADE IS REACHED ON ANY PORTION OF THE SITE. APPLY TEMPORARY SOIL STABILIZATION WITHIN
SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT
(UNDISTURBED) FOR LONGER THAN 14 DAYS. APPLY PERMANENT STABILIZATION TO AREAS THAT
ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.
MS-2: STABILIZE OR PROTECT TEMPORARY SOIL STOCKPILES WITH SEDIMENT TRAPPING MEASURES.
PROVIDE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON
SITE AS WELL AS SOIL TRANSPORTED FROM THE PROJECT SITE.
MS-3: ESTABLISH A PERMANENT VEGETATIVE COVER ON DENUDED AREAS NOT OTHERWISE
PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED
UNTIL A GROUND COVER IS ACHIEVED THAT IN THE OPINION OF THE ARCHITECT/ENGINEER, IS
UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
MS-4: CONSTRUCT SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND
MAKE THESE MEASURES FUNCTIONAL BEFORE UP-SLOPE LAND DISTURBANCE OR TIMBERING
TAKES PLACE.
MS-5: APPLY STABILIZATION MEASURES TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND
DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
MS-6: CONTROL SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM
DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES TO ACCOMMODATE THE
ANTICIPATED SEDIMENT LOADING FROM THE LAND- DISTURBING ACTIVITY. THE OUTFALL DEVICE
OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA.
MS-7: CONSTRUCT CUT AND FILL SLOPES IN A MANNER THAT WILL MINIMIZE EROSION. PROVIDE SLOPES
THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION
WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
MS-8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN
AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
MS-9: WHENEVER WATER SEEPS FROM A SLOPE FACE, PROVIDE ADEQUATE DRAINAGE OR OTHER
PROTECTION.
MS-10: PROTECT ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SO
THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING
FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
MS-11: BEFORE STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, PROVIDE ADEQUATE
OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING IN BOTH
THE CONVEYANCE CHANNEL AND THE RECEIVING CHANNEL.
MS-12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, TAKE PRECAUTIONS TO MINIMIZE
ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE
GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. PROVIDE NON-ERODABLE MATERIAL FOR
THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE
STRUCTURES IF ARMORED BY NON-ERODABLE COVER MATERIALS.
MS-13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE
IN ANY SIX-MONTH PERIOD, PROVIDE A TEMPORARY STREAM CROSSING CONSTRUCTED OF
NON-ERODABLE MATERIAL.
MS-14: MEET ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR
CROSSING LIVE WATERCOURSES.
MS-15:STABILIZE THE BED AND BANKS OF A WATERCOURSE IMMEDIATELY FOLLOWING AFTER WORK IN
THE WATERCOURSE IS COMPLETED.
MS-16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS IN
ADDITION TO OTHER APPLICABLE CRITERIA:
1. OPEN NO MORE THAN 500 LINEAR FEET OF TRENCH AT ONE TIME.
2. PLACE EXCAVATED MATERIAL ON THE UPHILL SIDE OF TRENCHES.
3. FILTER EFFLUENT FROM DEWATERING OPERATIONS OR PASS THROUGH AN APPROVED
SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGE IN A MANNER THAT DOES NOT
ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY.
4. ACCOMPLISH RESTABILIZATION IN ACCORDANCE WITH THESE REGULATIONS.
5. COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS.
MS-17: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, MAKE
PROVISIONS TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE
PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, CLEAN
THE ROAD THOROUGHLY AT THE END OF EACH DAY. REMOVE SEDIMENT FROM THE ROADS BY
SHOVELING OR SWEEPING AND TRANSPORT TO A SEDIMENT CONTROL DISPOSAL AREA. STREET
WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
MS-18: REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WITHIN 30 DAYS AFTER
FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED,
UNLESS OTHERWISE AUTHORIZED BY THE LOCAL AUTHORITY HAVING JURISDICTION.
PERMANENTLY STABILIZE TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING
FROM THE DISPOSITION OF TEMPORARY MEASURES TO PREVENT FURTHER EROSION AND
SEDIMENTATION.
MS-19: SEE NOTE 1
CITY OF RICHMOND
EROSION AND SEDIMENT CONTROL NOTES
__________________________________________________________
1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS
WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE.
TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS
THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER
THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT
DORMANT FOR MORE THAN ONE YEAR.
2. EXCESS EXCAVATION DISPOSED OF OFF THE SITE SHALL BE DISPOSED OF IN ACCORDANCE
WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
3. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK AND SHALL BE PLACED PRIOR TO OR AS THE
FIRST STEP OF THE LAND DISTURBING ACTIVITY.
4. EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED SO THAT SEDIMENT CARRYING
RUNOFF FROM THE SITE WILL NOT ENTER STORM DRAINAGE FACILITIES.
5. EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED UNTIL THE DISTURBED AREA IS
STABILIZED.
6. PROPERTIES ADJOINING THE SITE SHALL BE KEPT CLEAN OF MUD OR SILT CARRIED FROM THE
SITE BY VEHICULAR TRAFFIC OR RUNOFF.
7. THE DISPOSAL OF WASTE MATERIALS REMOVED FROM EROSION AND SEDIMENT CONTROL
FACILITIES AND THE DISPOSAL OF THESE FACILITIES SHALL BE IN ACCORDANCE WITH THE
VIRGINIA EROSION SEDIMENT CONTROL HANDBOOK.
8. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS,
DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
9. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE
TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE
AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
10. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH
RUN-OFF PRODUCING RAINFALL.
11.CONSTRUCTION SEQUENCES ARE FOR REFERENCE ONLY. THE CONTRACTOR MAY MAKE
VARIATIONS AS REQUIRED WITH THE ENGINEERS APPROVAL.
EROSION & SEDIMENT CONTROL SEQUENCE OF CONSTRUCTION
1. SCHEDULE A PRE-CONSTRUCTION MEETING AND GIVE A 48-HOUR NOTIFICATION OF THE
MEETING. THE CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) MUST BE PRESENT AT THE
MEETING.
2. PROVIDE MINIMAL CLEARING TO INSTALL SILT FENCE, TREE PROTECTION, AND OTHER
BOUNDARY MEASURES ASSOCIATED WITH INITIAL CLEARING. ALL OTHER MEASURES,
INCLUDING INLET PROTECTION AND OUTLET PROTECTION WHERE REQUIRED, SHALL BE
INSTALLED WHEN PRACTICAL DURING CLEARING OPERATIONS. TAKE SPECIAL CARE TO KEEP
SOIL BUILD-UP FROM ENTERING THE EXISTING PATHS, ADJOINING ROADS, AND ALL OTHER
COMMERCIAL AND PRIVATE ENTRANCES.
3. CLEAR AND GRUB AS REQUIRED TO COMPLETE PROJECT CONSTRUCTION. MAINTAIN ACCESS
TO ADJACENT PROPERTIES AT ALL TIMES.
4. AS GRADING AND PATH CONSTRUCTION PROGRESSES, MAINTAIN, ADJUST, AND RELOCATE ALL
EROSION CONTROL MEASURES TO ENSURE SEDIMENT IS CONTAINED FROM LEAVING THE SITE.
5. TEMPORARY GRADING AND SEEDING IS REQUIRED WITHIN 7 DAYS OF DISTURBANCE FOR ALL
AREAS WHICH ARE NOT TO BE ACTIVELY CONSTRUCTED UPON WITHIN 30 DAYS OF INITIAL
DISTURBANCE.
6. THE SITE SHALL BE PERMANENTLY STABILIZED UPON COMPLETION OF FINAL GRADING.
7. INSPECTIONS AND APPROVAL FOR COMPLETION OF INSTALLATION OF EROSION & SEDIMENT
CONTROL MEASURES SHALL BE FROM THE CITY OF RICHMOND OR ITS DESIGNATED
INSPECTOR.
8. THE CITY OF RICHMOND AND/OR ITS INSPECTOR MAY REQUIRE ADDITIONAL EROSION CONTROL
MEASURES BEYOND THOSE SHOWN ON THE PLANS AT ANY TIME, BASED ON FIELD CONDITIONS,
AT THE CONTRACTORS EXPENSE.
9. UPON CONSTRUCTION COMPLETION, THE CONTRACTOR MUST CONTACT THE CITY OF
RICHMOND FOR EROSION CONTROL INSPECTION OF SLOPE STABILITY. EROSION CONTROL
MEASURES MAY NOT BE REMOVED WITHOUT AUTHORIZATION BY THE CITY.
SHEET NOTES:
1. THIS PROJECT IS A REPLACE IN-KIND MAINTENANCE PROJECT, AND AS SUCH, MS-19 STANDARDS
ARE NOT APPLICABLE. EXISTING DRAINAGE PATTERNS ARE MAINTAINED, WITH NO INCREASE OR
DECREASE IN PERVIOUS AND IMPERVIOUS AREAS.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE SHOWN ON SHEET C2.5.
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M | by R
achel C
roke
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA MARYLAND
Site Development Residential Infrastructure Technology
CHECKED BY:
DRAWN BY:DATE:
SCALE:
REVISIONS
AS BUILT DATE
YOUR VISION ACHIEVED THROUGH OURS.
1001 Boulders Parkway, Suite 300 | Richmond, VA 23225
TEL 804.200.6500 FAX 804.560.1016 www.timmons.com
THIS DRAWING PREPARED AT THE
CORPORATE OFFICE
39490.006
DEPARTMENT OF PARKS, RECREATION
& COMMUNITY FACILITIES
CITY OF RICHMOND, VIRGINIA
SHEET NO.
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No Scale
CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT)
PLATE 3.05-1
FILTER FABRIC
WIRE
4"
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH
FLOW
FLOW
SF
1. SET POST AND EXCAVATE A 4"x4"
TRENCH UPSLOPE ALONG THE LINE OF
POST.
2. STAPLE WIRE FENCE TO
THE POSTS.
3. ATTACH THE FILTER FABRIC TO THE
WIRE FENCE AND EXTEND IT INTO THE
TRENCH.
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SILT FENCE NOTES
1. SILT FENCE AND FILTER FABRIC MUST BE ENTRENCHED.
2. POST FOR SILT FENCES SHALL BE EITHER 2.5 X 2 INCH DIAMETER WOOD OR 1.25
POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5 FEET.
3. POST SHALL BE SPACED A MAXIMUM OF 6 FEET APART AT THE BARRIER
LOCATION AND DRIVEN SECURELY INTO THE GROUND (MIN. OF 12 INCHES)
WHEN EXTRA STRENGTH FABRIC IS USED.
4. STAPLE OR WIRE THE FILTER FABRIC DIRECTLY TO THE POST.
5. SEDIMENT MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY
ONE-HALF THE HEIGHT OF THE BARRIER.
6. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR
FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM
WITH THE EXISTING GRADE, PREPARED AND SEEDED.
7. SILT FENCE SHALL BE REMOVED UPON COMPLETION OF THE PROJECT.
No Scale
TREE PRESERVATION AND PROTECTION
DRIP LINE
PLATE 3.38-1
MIN. 5'
WHERE
DRIPLINE IS
LESS THAN 5'
MAXIMUM LIMITS
OF CLEARING AND
GRADING
PROPOSED
GRADING
PROTECTIVE
DEVICE
TP
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2.4.dw
g | P
lotted on 11/20/2018 2:14 P
M | by R
achel C
roke
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA MARYLAND
Site Development Residential Infrastructure Technology
CHECKED BY:
DRAWN BY:DATE:
SCALE:
REVISIONS
AS BUILT DATE
YOUR VISION ACHIEVED THROUGH OURS.
1001 Boulders Parkway, Suite 300 | Richmond, VA 23225
TEL 804.200.6500 FAX 804.560.1016 www.timmons.com
THIS DRAWING PREPARED AT THE
CORPORATE OFFICE
39490.006
DEPARTMENT OF PARKS, RECREATION
& COMMUNITY FACILITIES
CITY OF RICHMOND, VIRGINIA
SHEET NO.
![Page 7: CIVIL ENGINEER STRUCTURAL ENGINEER DEPARTMENT OF … · midlothian tnpk forest hill semmes ave westover hillsblvd ave riverside dr james river 76 hull st us 360 us 60 us 60 design](https://reader035.fdocuments.in/reader035/viewer/2022062601/5e07322e6800b84f4f0b3bfc/html5/thumbnails/7.jpg)
7
0
7
5
7
5
8
0
8
0
8
0
8
0
8
5
8
5
9
0
9
0
9
5
S
S
CONCRETE WALL
CONCRETE
WALL
STONE WALL
LANDSCAPE
TIMBER
SA
NIT
AR
Y M
H
TO
P=
98
.9
2'
IN
V IN
=9
6.1
9'
IN
V O
UT
=9
5.7
0'
3' CHAIN LINK FENCE
HANDRAIL
STONE WALL
ASPHALT
ASPHALT
TOP OF PIPE=77.03'
EX
PO
SE
D +
/- 3
3" R
CP
TO
P O
F P
IP
E=
76
.5
2'
EXPOSED +/- 33" RCP
TOP OF PIPE=77.42'
T
R
A
I
L
H
E
A
D
IN
V=
74
.9
5'
24
" T
C
(D
ES
TR
OY
ED
)
WASHED OUT
RIP RAP RUBBLE
4" D
EC
ID
.
ED
G
E O
F IN
TA
C
T
AS
PH
ALT
E
D
G
E
O
F
IN
T
A
C
T
A
S
P
H
A
L
T
6" D
EC
ID
.
8" D
EC
ID
.
CR
EE
K
6" D
EC
ID
. (T
RIP
LE
)
3" D
EC
ID
.
7" D
EC
ID
.
24
" D
EC
ID
.
15
" D
EC
ID
.
4" D
EC
ID
.
24
" D
EC
ID
.
ASPHALT
RUBBLE
RIP RAP
RUBBLE
BO
LL
AR
D
+
/
-
3
3
R
C
P
A
P
P
R
O
X
D
I
R
24
" T
C
AP
PR
OX
D
IR
1
2
"
M
T
L
12" M
ET
AL
AP
PR
OX
D
IR
2
4
" T
C
A
P
P
R
O
X
D
IR
H
A
N
D
R
A
IL
SA
NIT
AR
Y M
H
TO
P=
+/-8
0.2
0' (O
N A
NG
LE
)
IN
V IN
=+
/-7
7.4
5' (1
2")
IN
V F
OR
3
3" P
IP
E U
NO
BT
AIN
AB
LE
IN
V O
UT
=+
/-7
8.4
8' (2
4")
(2
4" P
IP
E W
AS
C
UT
D
IA
GO
NA
LL
Y
TO
F
IT
U
ND
ER
M
AN
HO
LE
)
C/L
S
TR
=+
/-7
2.0
4'
R
I
P
R
A
P
BO
LL
AR
D
POND
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SA
N
S
A
N
S
A
N
S
A
N
CONTINUATION OF SANITARY
SEWER PER CITY GIS.
100-YEAR FLOODPLAIN
(APPROX.)
CITY OF RICHMOND
PARKS & RECREATION
CITY OF RICHMOND
PARKS & RECREATION
CONTINUATION OF SANITARY
SEWER PER CITY GIS.
REEDY
EXISTING BRIDGE
N
A
D
8
3
S
A
F
S
A
F
S
A
F
SF
SF
SAF
SAF
SF
SAF
LABEL SYMBOL ST'D. NAME SPEC. #
SAF
SILT FENCE
WITH WIRE BACKING
SAFETY FENCE
3.05-1
3.01
0
SCALE 1"=10'
20'10'
LIMITS OF
DISTURBANCE
TP
TREE PROTECTION 3.38-1N/A
TP
LIMITS OF
DISTURBANCE
NOTE: ALL TREES ON THE CREEK SIDE OF
THE PATH ARE TO REMAIN UNLESS
OTHERWISE DIRECTED BY THE ENGINEER.
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2.5.dw
g | P
lotted on 11/20/2018 2:15 P
M | by R
achel C
roke
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA MARYLAND
Site Development Residential Infrastructure Technology
CHECKED BY:
DRAWN BY:DATE:
SCALE:
REVISIONS
AS BUILT DATE
YOUR VISION ACHIEVED THROUGH OURS.
1001 Boulders Parkway, Suite 300 | Richmond, VA 23225
TEL 804.200.6500 FAX 804.560.1016 www.timmons.com
THIS DRAWING PREPARED AT THE
CORPORATE OFFICE
39490.006
DEPARTMENT OF PARKS, RECREATION
& COMMUNITY FACILITIES
CITY OF RICHMOND, VIRGINIA
SHEET NO.
![Page 8: CIVIL ENGINEER STRUCTURAL ENGINEER DEPARTMENT OF … · midlothian tnpk forest hill semmes ave westover hillsblvd ave riverside dr james river 76 hull st us 360 us 60 us 60 design](https://reader035.fdocuments.in/reader035/viewer/2022062601/5e07322e6800b84f4f0b3bfc/html5/thumbnails/8.jpg)
S
S
CONCRETE WALL
CONCRETE
WALL
STONE WALL
LANDSCAPE
TIMBER
SA
NIT
AR
Y M
H
TO
P=
98.92'
IN
V IN
=96.19'
IN
V O
UT
=95.70'
3' CHAIN LINK FENCE
HANDRAIL
STONE WALL
ASPHALT
ASPHALT
TOP OF PIPE=77.03'
EX
PO
SE
D +
/- 33" R
CP
TO
P O
F P
IP
E=
76.52'
EXPOSED +/- 33" RCP
TOP OF PIPE=77.42'
T
R
A
I
L
H
E
A
D
IN
V=
74.95'
24" T
C
(D
ES
TR
OY
ED
)
WASHED OUT
RIP RAP RUBBLE
4" D
EC
ID
.
ED
G
E O
F IN
TA
C
T
AS
PH
ALT
E
D
G
E
O
F
IN
T
A
C
T
A
S
P
H
A
L
T
6" D
EC
ID
.
8" D
EC
ID
.
CR
EE
K
6" D
EC
ID
. (T
RIP
LE
)
3" D
EC
ID
.
7" D
EC
ID
.
24" D
EC
ID
.
15" D
EC
ID
.
4" D
EC
ID
.
24" D
EC
ID
.
ASPHALT
RUBBLE
RIP RAP
RUBBLE
BO
LLA
RD
+
/
-
3
3
R
C
P
A
P
P
R
O
X
D
I
R
24" T
C
AP
PR
OX
D
IR
1
2
"
M
T
L
12" M
ET
AL
AP
PR
OX
D
IR
2
4
" T
C
A
P
P
R
O
X
D
IR
H
A
N
D
R
A
IL
SA
NIT
AR
Y M
H
TO
P=
+/-80.20' (O
N A
NG
LE
)
IN
V IN
=+
/-77.45' (12")
IN
V F
OR
33" P
IP
E U
NO
BT
AIN
AB
LE
IN
V O
UT
=+
/-78.48' (24")
(24" P
IP
E W
AS
C
UT
D
IA
GO
NA
LLY
TO
F
IT
U
ND
ER
M
AN
HO
LE
)
C/L S
TR
=+
/-72.04'
R
I
P
R
A
P
BO
LLA
RD
POND
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SA
N
S
A
N
S
A
N
S
A
N
CONTINUATION OF SANITARY
SEWER PER CITY GIS.
100-YEAR FLOODPLAIN
(APPROX.)
CITY OF RICHMOND
PARKS & RECREATION
CITY OF RICHMOND
PARKS & RECREATION
CONTINUATION OF SANITARY
SEWER PER CITY GIS.
REEDY
EXISTING BRIDGE
7
0
7
5
7
5
8
0
8
0
8
0
8
0
8
5
8
5
9
0
9
0
9
5
NOTE: CONTRACTOR SHALL
CLEAN OUT DEBRIS FROM THREE
EXIST. CULVERTS TO THE NORTH
OF THE PROJECT LIMITS, JUST
BEYOND THIS PLAN VIEW
1
1
+
8
9
.1
8
1
0
11
B
P
P
C
P
T
E
P
N
5
°
2
9
'
3
2
.
5
7
"
E
N
4
5
° 4
0
' 2
7
.0
8
"E
1
D = 40°10'55"
R = 120.00
T = 43.89
L = 84.16
C = 82.44
PC = 10+26.92
PI = 10+70.81
PT = 11+11.08
FOREST HILL PARK PATH
CURVE
1
SAW CUT EXIST. PAVEMENT
MATCH EXIST. CROSS SLOPE
16'
EXIST. FIELD STONE
WALL TO BE REPAIRED
EXIST. DRY STACK WALL
TO BE REPAIRED
TIE WALL REPAIRS TO
EXIST. WALL
SAW CUT EXIST.
PAVEMENT
OVERLAY & BUILD UP
PAVEMENT TO ACHIEVE TIE-IN.
MATCH EXIST. CROSS SLOPE
AT TIE-IN LOCATION
NOTE: EXIST. TREES IN THE AREA OF
RIPRAP PLACEMENT SHALL REMAIN
UNDISTURBED.
PAVEMENT RESURFACING*
DEMOLITION & OBSCURING OF EX. PAVEMENT,
CONCRETE, OR OTHER SITE FEATURE
* CONTRACTOR TO MILL, OVERLAY, AND / OR BUILD-UP PAVEMENT
WHERE NECESSARY TO ACHIEVE PAVEMENT AND CROSS SLOPE
TIE-IN AT PROJECT LIMITS
NEW PAVEMENT
B
L
F
O
R
E
S
T
H
IL
L
P
A
R
K
P
A
T
H
C
O
N
S
T
R
.
LIMITS OF
DETAILED SURVEY
150' VDOT ST'D. HR-1 TYPE III
BICYCLE HANDRAIL REQ'D.
R = 25'
REMOVE 24" SANITARY
SEWER STUB. BACKFILL ANY
ABANDONED PIPE WITH
FLOWABLE FILL AND REPAIR/PARGE
MANHOLE AS NECESSARY. ADJUST
MANHOLE TO GRADE AND SET NEW
MH-1 FRAME AND SKID-RESISTANT COVER.
N
A
D
8
3
0
SCALE 1"=10'
20'10'
T
R
A
N
S
IT
IO
N
C
R
O
S
S
S
L
O
P
E
F
R
O
M
-2
.0
%
T
O
E
X
IS
T
IN
G
1
0
+
0
5
.
9
5
11+
00.0
0
1
1
+
3
7
.0
0
1
1
+
8
0
.7
3
-2.0%
C
R
O
S
S
S
LO
P
E
EP 80.21'
STA. 10+50.00
-16.00 LT.
EP 79.34'
STA. 10+62.74
-16.00 LT.
EP 77.19'
STA. 11+00.00
-16.00 LT.
NOTE: PROPOSED SPOT SHOTS LABELED
"EP" ARE PROPOSED ELEVATIONS OF THE
TOP OF ASPHALT AT THE EDGE OF
PAVEMENT.
250 TONS CLASS I RIPRAP REQ'D.
NOTE: CONTRACTOR TO CLEAR EXISTING
RUBBLE AND STRIP THE WORK AREA TO
BEDROCK AND BOULDERS PRIOR TO
PLACING FLOWABLE FILL AND PAVEMENT
EXIST. DRY STACK
RETAINING WALL
TO BE REPAIRED
SAW CUT LINE AS
SHOWN ON PLANS
12"
REMOVE AND REPLACE
MIN. 2 INCHES OF EXIST.
PAVEMENT AS SINGLE
CONTINUOUS LIFT
EXISTING SUBBASE
PROPOSED SUBBASE
EXISTING
ASPHALT
PROPOSED ASPHALT 2"
RESURFACE PERIMETER
OF PAVEMENT DEMOLITION
SEE DETAIL A
DETAIL A
T
R
A
N
S
IT
IO
N
C
R
O
S
S
S
L
O
P
E
F
R
O
M
E
X
IS
T
IN
G
T
O
-2
.0
%
(T
O
W
A
R
D
R
E
E
D
Y
C
R
E
E
K
)
NOTE: RIPRAP SHALL BE PLACED AT A
MINIMUM DEPTH OF 24". GEOTEXTILE
FABRIC LINING SHALL BE USED WHEREVER
RIPRAP IS TO BE PLACED ON EXISTING
EARTH. RIPRAP SHALL BE PLACED AT A
MAXIMUM SLOPE OF 1.5H:1V.
DATUM ELEV
70
70
80
90
70
80
90
105' VC
K = 10.04
A.D. = 10.46%
PVI ELEV = 75.65
PVI STA = 11+25
LOW POINT STA = 11+32.06
LOW POINT ELEV = 77.00
BV
CS
=
10+
72.50
BV
CE
=
78.76
EV
CS
=
11+
77.50
EV
CE
=
78.02
-
5
.9
3
%
4
.5
3
%
PV
I S
TA
=
10+
10.95
PV
I E
LE
V =
82.41
PV
I S
TA
=
11+
80.73
PV
I E
LE
V =
78.17
10+00
83
.9
76
.8
11+00
77
.5
76
.5
11+89
83.92
76.78
77.54
76.53
L:\203\39490-R
ichm
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orest_H
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\S
heet\C
D\39490.006-203C
-C
3.0.dw
g | P
lotted on 11/20/2018 2:15 P
M | by R
achel C
roke
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA MARYLAND
Site Development Residential Infrastructure Technology
CHECKED BY:
DRAWN BY:DATE:
SCALE:
REVISIONS
AS BUILT DATE
YOUR VISION ACHIEVED THROUGH OURS.
1001 Boulders Parkway, Suite 300 | Richmond, VA 23225
TEL 804.200.6500 FAX 804.560.1016 www.timmons.com
THIS DRAWING PREPARED AT THE
CORPORATE OFFICE
39490.006
DEPARTMENT OF PARKS, RECREATION
& COMMUNITY FACILITIES
CITY OF RICHMOND, VIRGINIA
SHEET NO.
PROFILE SCALE
0
0
50
5
Forest Hill Park PathHorizontal Alignment Station and Curve Report
Tangent Data
Description PT Station Northing Easting
Start: 10+00.000 3714538.302 11781224.05
End: 10+26.921 3714565.099 11781226.62Tangent Data
Parameter Value Parameter ValueLength: 26.921 Course: N 05° 29' 32.5735" E
Curve Point Data
Description Station Northing Easting
PC: 10+26.921 3714565.099 11781226.62
RP: 3714553.613 11781346.07
PT: 11+11.078 3714639.459 11781262.22Circular Curve Data
Parameter Value Parameter Value
Delta:40° 10'54.5068" Type: RIGHT
Radius: 120Length: 84.157 Tangent: 43.892
Mid-Ord: 7.302 External: 7.775
Chord: 82.443 Course: N 25° 34' 59.8269" E
Forest Hill Park PathHorizontal Alignment Station and Curve Report
Tangent Data
Description PT Station Northing Easting
Start: 11+11.078 3714639.459 11781262.22
End: 11+89.179 3714694.032 11781318.09Tangent Data
Parameter Value Parameter ValueLength: 78.102 Course: N 45° 40' 27.0803" E
2
S1.0
![Page 9: CIVIL ENGINEER STRUCTURAL ENGINEER DEPARTMENT OF … · midlothian tnpk forest hill semmes ave westover hillsblvd ave riverside dr james river 76 hull st us 360 us 60 us 60 design](https://reader035.fdocuments.in/reader035/viewer/2022062601/5e07322e6800b84f4f0b3bfc/html5/thumbnails/9.jpg)
0.30
2.36 Ac.
01
Tc = 5.0 MIN
160
150
1
4
0
1
3
0
1
2
0
1
1
0
1
0
0
9
0
0
SCALE 1"=25'
50'25'
NA
D 8
3
R
E
E
D
Y
C
R
E
E
K
DRAINAGE AREA LEGEND
DRAINAGE AREA LABEL
DRAINAGE AREA DIVIDE
OVERLAND FLOW PATH
CHANNEL FLOW PATH
X.XX
X.XX
XX
C-FACTOR
AREA (ACRES)
AREA
NUMBER
L:\203\39490-R
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orest_H
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WG
\S
heet\C
D\39490.006-203C
-C
4.0.dw
g | P
lotted on 11/20/2018 2:17 P
M | by R
achel C
roke
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA MARYLAND
Site Development Residential Infrastructure Technology
CHECKED BY:
DRAWN BY:DATE:
SCALE:
REVISIONS
AS BUILT DATE
YOUR VISION ACHIEVED THROUGH OURS.
1001 Boulders Parkway, Suite 300 | Richmond, VA 23225
TEL 804.200.6500 FAX 804.560.1016 www.timmons.com
THIS DRAWING PREPARED AT THE
CORPORATE OFFICE
39490.006
DEPARTMENT OF PARKS, RECREATION
& COMMUNITY FACILITIES
CITY OF RICHMOND, VIRGINIA
SHEET NO.
NOTE: CONTOURS SHOWN ON THIS SHEET
WERE OBTAINED VIA CITY OF RICHMOND GIS
![Page 10: CIVIL ENGINEER STRUCTURAL ENGINEER DEPARTMENT OF … · midlothian tnpk forest hill semmes ave westover hillsblvd ave riverside dr james river 76 hull st us 360 us 60 us 60 design](https://reader035.fdocuments.in/reader035/viewer/2022062601/5e07322e6800b84f4f0b3bfc/html5/thumbnails/10.jpg)
EXISTING HANDRAIL
EXISTING RIP RAP
EXISTING STREAM
EXISTING COLLAPSED
DRY STACK WALL
EXISTING FIELD
STONE WALL FACE
EXISTING EXPOSED
SANITARY SEWER
EXISTING STEEL CRANE
RAIL AND MASONRY
WALL TO BE REMOVED
± 16'-0" EXISTING GROUND
SURFACE
± 16'-0"
TRANSITION CROSS SLOPE PER
DRAWING C3.0
REMOVE TREES WITHIN 3' OF
EXISTING FIELD STONE WALL
INSET A
HANDRAIL
EXISTING GROUND
SURFACE
EXISTING STREAM
RECONSTRUCT AND REPAIR DRY
STACK WALL USING EXISTING
ON-SITE DRY STACK ROCKS.
PROVIDE ADDITIONAL DRY STACK
ROCKS AS NEEDED.
INSTALL FLOWABLE
BACKFILL IN
ACCORDANCE WITH
VDOT SPECIFICATIONS
CLEAR ROOTS AND DEBRIS
FROM WASHED OUT AREA
EXISTING EXPOSED
SANITARY SEWER
18
"
12"
6"
REPOINT EXISTING FIELD
STONE WALL FACE
(APPROX. 3' HIGH)
PLACE ADDITIONAL STONES
AND MORTAR ALONG BACK
FACE OF DRY STACK WALL
TO FILL VOIDS
TOP OF PAVEMENT TO
BE INSTALLED FLUSH
WITH TOP OF DRY
STACK WALL,
+
-
1"
RIP RAP
(REFERENCE CIVIL DRAWINGS FOR
THICKNESS, SLOPE, AND
PLACEMENT REQUIREMENTS)
INSTALL HOT-POURED
JOINT SEALER
INSET A
1
2
3
2" ASPHALT CONCRETE SURFACE COURSE
@ 220 LBS/SY (VDOT SM-9.5 A)
6" AGGREGATE BASE MATERIAL
(VDOT TYPE I #21B)
VAR. DEPTH FLOWABLE BACKFILL IN
ACCORDANCE
WITH VDOT SPECIFICATIONS
1
2
3
NOT TO SCALE
TYPICAL SECTION - PROPOSED CONDITIONS
2
DRAWING NOTES:
DESIGN: DESIGN IS IN ACCORDANCE WITH THE VIRGINIA STATE BUILDING CODE, DATED
2012, AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE
SPECIFICATIONS, DATED 2016.
EXISTING CONDITIONS: EXISITING CONDITIONS ARE BASED ON THE TIMMONS GROUP SURVEY
CONDUCTED AUGUST 31, 2018.
GENERAL: THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL ELEMENTS OF EXISTING
STRUCTURES AND UTILITIES THAT ARE ADJACENT TO THE PROJECT AREA. DO
NOT UNDERMINE EXISTING STRUCTURES OR THEIR FOUNDATIONS. CONTACT
TIMMONS GROUP FOR FURTHER INSTRUCTION IF EXISTING STRUCTURES
INTERFERE WITH THE WORK BEING DONE.
PROPOSED DIMENSIONS
& ELEVATIONS: THE CONTRACTOR SHALL INDEPENDENTLY VERIFY ALL ELEVATIONS AND
DIMENSIONS SHOWN ON THIS DRAWING BEFORE FABRICATION AND
CONSTRUCTION.
CONSTRUCTION METHODS: THE CONTRACTOR SHALL TAKE THE PROPER PRECAUTIONS TO ENSURE THE
STABILITY AND SAFE PERFORMANCE OF ALL STRUCTURAL ELEMENTS DURING
CONSTRUCTION OF THE NEW WALKWAY AND RETAINING WALLS.
MATERIALS: INSTALL THE FOLLOWING MATERIALS AND PRODUCTS PER THE
MANUFACTURER'S INSTALLATION REQUIREMENTS.
A. FLOWABLE BACKFILL: SHALL COMPLY WITH A MINIMUM COMPRESSIVE
STRENGTH OF 1200 PSI AT 28 DAYS IN ACCORDANCE WITH ASTM D 4832. THE
MIX SHALL HAVE A SLUMP OF NO LESS THAN 8 INCHES AT THE TIME OF
PLACEMENT.
B. MORTAR: SHALL BE TYPE 'N' WITH A MINIMUM COMPRESSIVE STRENGTH OF
750 PSI. INSTALL THE FOLLOWING (OR APPROVED EQUAL): SAKRETE TYPE N
MORTAR MIX
C. HANDRAIL: SHALL COMPLY WITH VDOT STANDARDS FOR HR-1 TYPE III
BICYCLE RAILING. POSTS TO BE EMBEDDED INTO 12" DIAMETER X 18" DEEP
CONCRETE FOOTINGS, WITH AN EMBEDMENT DEPTH OF NO LESS THAN 6
INCHES.
D. HOT-POURED JOINT SEALER: SHALL CONFORM TO ASTM D6690, TYPE II, AND
SHALL BE INSTALLED IN ACCORDANCE WITH VDOT ROAD AND BRIDGE
SPECIFICATIONS, DATED 2016.
TYPICAL SECTION - EXISTING CONDITIONS
1
L:\203\39490-R
ichm
ond\006-203-F
orest_H
ill_P
ark\D
WG
\S
heet\C
D\39490.006-203C
-S
1.0.dw
g | P
lotted on 11/20/2018 2:17 P
M | by R
achel C
roke
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA MARYLAND
Site Development Residential Infrastructure Technology
CHECKED BY:
DRAWN BY:DATE:
SCALE:
REVISIONS
AS BUILT DATE
YOUR VISION ACHIEVED THROUGH OURS.
1001 Boulders Parkway, Suite 300 | Richmond, VA 23225
TEL 804.200.6500 FAX 804.560.1016 www.timmons.com
THIS DRAWING PREPARED AT THE
CORPORATE OFFICE
39490.006
DEPARTMENT OF PARKS, RECREATION
& COMMUNITY FACILITIES
CITY OF RICHMOND, VIRGINIA
SHEET NO.