HomeMy WebLinkAbout23-22 Site Plan Set 2BARTONSVILLE SOLAR BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602SITE DEVELOPMENT PLANS
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ENGINEER CONTACT
SUMMIT DESIGN & ENGINEERING SERVICES
MATT HASTINGS, P.E.
606 BROAD STREET, SUITE C
SOUTH BOSTON, VA 24592
(434) 579-4604 (PHONE)
(434) 575-0617 (FAX)
MATT.HASTINGS@SUMMITDE.NET
DEVELOPER/OWNER
TORCH CLEAN ENERGY
230 COURT SQUARE B102
CHARLOTTESVILLE, VA 22902
(703) 999-4280 (PHONE)
CONTACT: SAM GULLAND
SGULLAND@TORCHCLEANENERGY.COM
Know what's below.
before you dig.Call
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CONTRACTOR SHALL NOTIFY "VA811" (811) OR (1-800-552-7001) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "VA811". REPORT
ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SURVEY CONTACT
TIMMONS GROUP
20110 ASHBROOK PLACE, SUITE 100
ASHBURN, VA 20147
(703)726-1342 (PHONE)
(703)726-1345 (FAX)
SITE
CONSTRUCTION SEQUENCE:
1.OBTAIN APPROVED SET OF CONSTRUCTION DRAWINGS. A ZONING COMPLIANCE PERMIT FROM FREDERICK COUNTY AND AN APPROVED EROSION CONTROL
PLAN SHALL BE REQUIRED BEFORE THE ONSET OF ANY GRADING ACTIVITY. KEEP A COPY OF BOTH ITEMS ONSITE THROUGHOUT CONSTRUCTION. SEE
PUBLIC SERVICE CONTACT THIS SHEET. CONTACT FREDERICK COUNTY ENGINEERING 1 WEEK PRIOR TO INITIATING LAND DISTURBANCE ACTIVITIES.
2.PRIOR TO CONSTRUCTION THE LIMITS OF DISTURBANCE (LOD), AS SHOWN ON THESE PLANS SHALL BE FLAGGED OFF. IN ADDITION, THE FOREST/OPEN
SPACE AREAS SHALL ALSO BE FLAGGED OFF PRIOR TO CONSTRUCTION. NO DISTURBANCE SHALL TAKE PLACE IN THE FLAGGED FOREST/OPEN SPACE
AREAS.
3.INSTALL TEMPORARY CONSTRUCTION ENTRANCE(S)/EXIT(S) AND MAINTAIN PER THE NOTES ON THIS SHEET AND IN ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE AND LOCAL GUIDELINES. ALL CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE PROPERTY AT THIS LOCATION.
4.CLEAR ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES AS SHOWN ON THIS PLAN. INSTALL SILT FENCE AS SHOWN ON THE EROSION AND
SEDIMENT CONTROL PLAN.
5.TREE PROTECTION FENCING SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE CLEARING/DISTURBANCE LIMITS WHERE THE LIMITS ARE ADJACENT
TO EXISTING VEGETATION AND NO SILT FENCE IS REQUIRED.
6.INSTALL SWALES AND SEDIMENT BASINS/TRAPS PER PLANS. BOTH SHALL BE MATTED/LINED PER THE SWALE SCHEDULE AND NOTES ON PLANS. NO
UPSLOPE DISTURBANCE SHALL OCCUR UNTIL THE BASINS/TRAPS/DITCHES ARE STABILIZED FOR EACH DRAINAGE AREA.
7.WHEN THE EROSION CONTROL DEVICES ARE STABILIZED AND VEGETATION IS ESTABLISHED, CONTACT FREDERICK COUNTY E&S DEPT FOR INSPECTION AND
APPROVAL.
8.ONCE APPROVAL OF EROSION CONTROL DEVICES IS RECEIVED FROM FREDERICK COUNTY, BEGIN CLEARING AND GRUBBING VEGETATION AND DEMOLITION
OF OTHER SITE ITEMS AS SHOWN IN THESE PLANS. DISPOSE OF ALL WASTE MATERIALS IN ACCORDANCE WITH THE APPROVED SOLID WASTE MANAGEMENT
PLAN AND ALL APPLICABLE GUIDELINES OF FREDERICK COUNTY.
9.BEGIN CUT/FILL ACTIVITIES TO OBTAIN FINISHED GRADES AS SHOWN ON THE PLANS.
10.PREPARE A SOIL STOCKPILE/SPOIL AREA AS SHOWN ON PLANS.
11. CONTRACTOR SHALL REPOSITION SWALES AS FILL CHANGES THE GRADE AND ALTERS THE DRAINAGE AREA TO INSURE ALL RUNOFF IS CHANNELED INTO
SEDIMENT TRAP.
12.TEMPORARY SEED AS CONDITIONS WARRANT THE NEED IN AREAS WITH NO CURRENT WORK. SEEDING SHALL TAKE PLACE IMMEDIATELY BUT IN NO CASE
LATER THAN SEVEN (7) DAYS AFTER THAT CONSTRUCTION ACTIVITY HAS CEASED.
13.CONTINUE MAINTENANCE AND INSPECTION OF EROSION CONTROL DEVICES AFTER RUNOFF PRODUCING STORM EVENTS. NO DISTURBED AREA IS TO BE
LEFT WITHOUT PROTECTIVE COVER (MULCH OR STRAW / TACK) AFTER COMPLETION OF CONSTRUCTION OR DEVELOPMENT ACTIVITIES PER THE TIME
FRAMES ESTABLISHED IN THE STABILIZATION CHART IN THESE PLANS. DURING CONSTRUCTION OR DEVELOPMENT ACTIVITIES, ANY DISTURBED AREAS
SHALL BE PROTECTED AND STABILIZED ACCORDING TO THE STABILIZATION TIMEFRAME CHART. DISTURBED AREAS FOR ANY PORTION OF THE SITE SHALL
BE STABILIZED WITHIN 7 DAYS UPON COMPLETION OF CONSTRUCTION OR DEVELOPMENT ACTIVITIES IN THAT AREA.
14.INSTALL PERMANENT ACCESS ROADS AND FENCE AS CUT FILL ACTIVITIES PROMOTE.
15.UPON ACHIEVING ROUGH GRADE OF FINISHED ELEVATIONS AND ALL NECESSARY GRADING ACTIVITIES, APPLY TOPSOIL A MINIMUM OF 4" THICK TO ALL
AREAS REQUIRING PERMANENT VEGETATATION.
16.APPLY TEMPORARY & PERMANENT SEEDING & FERTILIZER TO ALL FINISHED AREAS PER THE DETAILS IN THIS PLAN SET.
17.INSTALL PILES/POSTS FOR EACH TRACKER PANEL ROW.
18.INSTALL PANELS, WIRING, INVERTERS AND MISC ELECTRICAL IN ACCORDANCE WITH ELECTRICAL PLANS (BY OTHERS).
19.NO SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHOUT APPROVAL OF FREDERICK COUNTY.
20.RE-APPLY PERMANENT SEEDING AND FERTILIZER TO ALL FINISHED AREAS DESTROYED BY ARRAY INSTALLATION.
21.APPLY BLANKET MATTING ON ALL SLOPES 3:1 OR GREATER AND SWALES. MAT SLOPES IN SUMMER AND WINTER. GRADED SLOPES AND FILLS
SHALL BE PROTECTED WITH A ROLLED EROSION CONTROL PRODUCT IF COMPLETED OUTSIDE OPTIMUM GERMINATION SEASONS, WHEN UNFAVORABLE
WEATHER CONDITION PREVENT ESTABLISHMENT OF VEGETATED GROUND COVER. WHEN SITE IS FULLY STABILIZED CONTACT FREDERICK COUNTY PRIOR
TO CONVERSION OF SEDIMENT BASINS/TRAPS TO PERMANENT STORMWATER FACILITIES. SEDIMENT BASINS/TRAPS SHALL ONLY BE CONVERTED ONCE
UPSLOPE AREA IS AT LEAST 95% ESTABLISHED WITH PERMANENT VEGETATION.
22.CONVERT SEDIMENT BASINS/TRAPS TO PERMANENT STORMWATER DETENTION BASINS (SEE DETAIL SHEETS), GRADE SWALES TO FINAL GRADING
CONDITION AND APPLY FINAL SEEDING, FERTILIZER, AND MATTING. THERE ARE DETAIL SHEETS FOR EACH BASIN/TRAP BEING INSTALLED AND A MATCHING
DETAIL SHEET FOR THE CONVERSION/PERMANENT CONDITION.
23.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, INCLUDING SILT FENCE, INLET PROTECTION & TEMPORARY DIVERSIONS, FINE GRADE,
PERMANENTLY SEED AND STABILIZE AREAS DISTURBED FROM REMOVAL OF DEVICES AS NEEDED.
24.WHEN THE SITE IS FULLY STABILIZED, AND PERMANENT VEGETATION IS ESTABLISHED, CONTACT ENGINEER AND FREDERICK COUNTY. ENGINEER WILL
INSPECT AS-BUILT CONDITIONS FOR COMPLIANCE WITH DESIGN PRIOR TO SUBMITTING NOTICE OF TERMINATION TO VIRGINIA DEQ.
25.GIVEN THE SIZE OF THIS PROJECT IT IS EXPECTED THAT SOME AREAS WILL BE STARTED AND COMPLETED PRIOR TO OTHERS. THE ENTIRE SEQUENCE
ABOVE SHALL BE FOLLOWED FOR EACH DRAINAGE AREA OR PHASE OF THE PROJECT.
SET 2 OF 2 (SITE/PERMANENT FOCUS)
GENERAL CONTRACTOR
MYR ENERGY SERVICES
12150 E 112TH AVE
HENDERSON, CO 80640
(616) 215-2843 (PHONE)
CONTACT: JESSE JACKSON
JMJACKSON@MYRGROUP.COM
C-1COVER SHEET
SHEET INDEX
SITE & GRADING PLAN
SITE DETAILS
C-4.0 - C-4.60
STORMWATER DETAILS
UTILITY DETAILS
D-5 - D5LL
D-7
D-6
PREDEVELOPMENT DRAINAGE AREAS C-5.0 - C-5.3
POST DEVELOPMENT DRAINAGE AREAS C-6.0 - C-6.3
PREDEVELOPMENT LAND COVER C-7.0 - C-7.4
POST DEVELOPMENT LAND COVER C-8.0 - C-8.4
WATER QUALITY DESIGNATIONS C-9.0 - C-9.4
LANDSCAPING DETAILS D-8
WATER QUANTITY SUMMARY C-10.1
VDOT DETAILS D-9 - D-10
VDOT NOTES:
1.IF DETAILS ARE OVERLOOKED DURING VDOT PLAN
REVIEW OR CONDITIONS IN THE FIELD EXIST SUCH
THAT ADDITIONAL MEASURES ARE WARRANTED,
SUCH MEASURES SHALL BE COMPLETED TO THE
SATISFACTION OF THE DEPARTMENT.
2.MATERIALS USED AND METHODS OF CONSTRUCTION
SHALL ADHERE TO THE CURRENT OBSERVED VDOT
ROAD AND BRIDGE SPECIFICATIONS, ROAD AND
BRIDGE STANDARDS, MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES, AND LAND USE PERMIT SPECIAL
PROVISIONS.
3.A PRECONSTRUCTION CONFERENCE SHALL BE HELP
BY THE ENGINEER OR DEVELOPER WITH
ATTENDANCE OF THE CONTRACTOR, VARIOUS
COUNTY AGENCIES, UTILITY COMPANIES, AND VDOT
PRIOR TO INITIATION OF WORK.
4.ALL DRAINAGE IN VDOT RIGHT OF WAY SHALL BE
CARRIED WITHIN THE RIGHT OF WAY IN DITCH LINES
OR GUTTERS TO A PIPE OR DRAINAGE EASEMENT.
5.ANY CONSTRUCTION RELATED CHANGES TO THE
APPROVED PLAN MUST COME THROUGH THE DESIGN
ENGINEER TO VDOT FOR APPROVAL. PLEASE ALLOW
A MINIMUM OF 5 BUSINESS DAYS FOR VDOT REVIEW.
6.A LAND USE PERMIT SHALL BE OBTAINED BEFORE
ANY WORK IS PERFORMED ON THE STATE'S RIGHT OF
WAY. THE PERMIT IS ISSUED BY THE EDINBURG
OFFICE AND MAY REQUIRE APPLICATION FEES, THE
SALARY & EXPENSES OF A STATE ASSIGNED
INSPECTOR, AND SURETY BOND COVERAGE.
PUBLIC SERVICE CONTACTS :
GENERAL NOTES:
1.CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH FREDERICK COUNTY, VIRGINIA DEQ, AND VDOT STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE
PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON-SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS,
AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON-SITE AT ALL TIMES DURING CONSTRUCTION.
2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION.
SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT
ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL
RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
3.ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED,
WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS:
A.VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS
B.VDOT ROAD AND BRIDGE STANDARDS
C.MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
D.VIRGINIA WORK AREA PROTECTION MANUAL.
E.VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH)
F.VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS
4.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION.
SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT
ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL
RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
5.UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VA 811 OR THE APPROPRIATE UTILITY COMPANIES 3
FULL BUSINESS DAYS PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. IN CASE OF CONFLICT, NOTIFY ENGINEER AND DO NOT
CONSTRUCT.
6.ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION
AT THE EXPENSE OF THE CONTRACTOR.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE
AND OUTSIDE OF THE LIMITS OF CONSTRUCTION.
8.THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE IN EACH LOCATION; HOWEVER NO OFFSITE BORROW OR WASTE SHOULD MAY BE REQUIRED.
9.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH LOCAL CITY, COUNTY AND STATE BUILDING CODES.
10.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING ON SITE FACILITIES, ABOVE AND BELOW GROUND. THE CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL
OF ALL WASTE RESULTING FROM DEMOLITION, AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS TO INSURE THAT THE SITE REMAINS AESTHETICALLY ACCEPTABLE.
11.THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN ACCORDANCE WITH OSHA.
12.THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES. SEE EROSION CONTROL
INSTRUCTIONS, IF APPLICABLE.
13.WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES.
14.ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER, PLANNING DEPARTMENT STAFF, AND OWNER/DEVELOPER.
15.PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS NECESSARY TO CONSTRUCTION. THE CONTRACTOR SHALL READ ALL PERMITS AND
ENSURE THAT CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED PERMITS MAY INCLUDE, BUT ARE NOT LIMITED TO: CITY/COUNTY APPROVALS/PERMITS, VDOT PERMITS, DRIVEWAY PERMITS,
EROSION CONTROL PERMITS, VDEQ PERMITS, ENVIRONMENTAL PERMITS, STREAM CROSSING PERMITS, USACE/DWQ PERMITS, AND STORMWATER PERMITS. IF THE CONTRACTOR HAS QUESTIONS
ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST CONTACT THE DEVELOPER AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION.
16.THE GRADING CONTRACTOR MUST MAINTAIN COPIES OF THE EROSION CONTROL PERMIT AND THE NPDES PERMIT ONSITE. HE MUST READ AND FOLLOW THE CONDITIONS OF THOSE PERMITS.
17.THE CONTRACTOR MUST VERIFY ALL FIELD ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY OWNER AND ENGINEER OF ANY VARIATION OF FIELD ELEVATIONS PRIOR TO CONSTRUCTING. NO FIELD
CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO EXTRA COMPENSATION SHALL BE PAID TO THE
CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF NO NOTIFICATION IS GIVEN TO THE OWNER AND ENGINEER.
18.THERE IS NO SITE LIGHTING OR SITE SIGNAGE PROPOSED WITH THIS SITE PLAN.
19.BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY (TIMMONS GROUP) - (703)726-1342 .
WINCHESTER, VA 22602
SPRINGDALE & MARLBORO ROAD
MAGISTERIAL DISTRICT: BACK CREEK & OPEQUON
APPROVAL BY THE FREDERICK COUNTY ZONING ADMINISTRATOR:
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE.
__________________________________ ______________
SIGNATURE DATE
APPROVAL BY THE TOWN MANAGER OF STEPHENS CITY:
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE.
_________________________________ ______________
SIGNATURE DATE
FREDERICK COUNTY CUP & PARCELS:
CUP #05-20: 74-A-3, 74-A-4, 74-A-6C, 74-A-20, 74-A-21, 74-A-35A, 74-A-44, 74-A-44A, 74-A-45, 74-5-1 through 74-5-52, 74-7-1-1 through 74-7-1-6, 74-7-2-7 through
74-7-2-12
CUP #11-21: PINS 73-A-104, 74-A-18, 74-A-18A, 74-A-18B, 74-A-19, 74-A-20, 85-A-1
EXISTING ZONING & USE:
EXISTING ZONING: RA (RURAL AREAS), R1 (TOWN OF STEPHENS CITY)
EXISTING USE: AGRICULTURAL, FORESTED, VACANT, OPEN SPACE, RESIDENTIAL, & RESIDENTIAL (PLATTED ONLY)
PROPOSED USE:
172 MW +/- UTILITY-SCALE SOLAR POWER GENERATING FACILITY
PROJECT AREA (LEASED AREA): +/-1260.84 AC
TOTAL PARCEL AREAS: +/- 1797.2 AC
DISTURBED AREA: 889.7 AC
PROJECT SETBACKS:
FROM CUP #05-20: 100' FROM ALL EXTERNAL ROADS AND PROPERTY LINES
FROM CUP #11-21: 100' FROM ALL EXTERNAL ROADS AND PROPERTY LINES, 200' FROM ADJOINING PROPERTIES LOCATED WITHIN THE SOUTH
FREDERICK AGRICULTURAL AND FORESTAL DISTRICT
PARKING:
2 SPACES AT AC COLLECTOR STATION REQUIRED PER PLANNERS ADVISORY SERVICE-
PARKING STANDARDS (2002) AND PER FREDERICK COUNTY PLANNING STAFF COMMENT.
THE PARKING SPACES ARE SHOWN ON SHEET C-4.46 OF SET 2 OF 2.
FIRE: FREDERICK COUNTY FIRE MARSHAL
1080 COVERSTONE DRIVE
WINCHESTER, VA 22602
(540) 665-6350
STATE ROADWAYS:VDOT- EDINBURG RESIDENCY
LLOYD INGRAM
14031 OLD VALLEY PIKE
EDINBURG, VA 22824
(540)984-5600
PLANNING:FREDERICK COUNTY PLANNING
107 NORTH KENT ST
WINCHESTER, VA 22601
(540)665-5651
PUBLIC WORKS:FREDERICK COUNTY PUBLIC WORKS
107 NORTH KENT ST
WINCHESTER, VA 22601
(540)722-8215
STORMWATER: FREDERICK COUNTY PUBLIC WORKS
& E&S 107 NORTH KENT ST
WINCHESTER, VA 22601
(540)722-8214
BUILDING FREDERICK COUNTY BUILDING INSP.
INSPECTIONS:107 NORTH KENT ST
WINCHESTER, VA 22601
(540)665-5650
WATER FREDERICK WATER
& SEWER:315 TASKER RD
STEPHENS CITY, VA 22655
(540)868-1061
TOWN OF TOWN OF STEPHENS CITY
STEPHENS CITY:1033 LOCUST STREET
STEPHENS CITY, VA 22655
(540)869-3037
CUP #05-20 CONDITIONS:
1.ALL REVIEW AGENCY COMMENTS PROVIDED DURING THE REVIEW OF THIS APPLICATION SHALL BE COMPLIED WITH AT ALL TIMES.
2.AN ENGINEERED SITE PLAN, IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE VIII OF THE FREDERICK COUNTY ZONING ORDINANCE, SHALL BE SUBMITTED TO AND SUBJECT TO APPROVAL BY
FREDERICK COUNTY PRIOR TO THE ESTABLISHMENT OF THE USE. THE SITE PLAN SHALL ADDRESS ADDITIONAL REGULATIONS FOR SPECIFIC USES OUTLINED IN §165-204.26 OF THE FREDERICK COUNTY
ZONING ORDINANCE AND BE IN GENERAL CONFORMANCE WITH THE CONCEPT PLAN, INCLUDED WITH THE CUP APPLICATION, PREPARED BY GREENWAY ENGINEERING, DATED AUGUST 28, 2020.
3.BUFFERS AND SCREENING SHALL BE PROVIDED AROUND THE PERIMETER OF THE PROJECT IN GENERAL CONFORMANCE WITH QUANTITY OF THE PROPOSED PLANTINGS DEPICTED ON SHEETS 3 AND 4 OF
THE CONCEPT PLAN, "LANDSCAPE BUFFER A, B, C, D, E & F ," INCLUDED WITH THE CUP APPLICATION, PREPARED BY GREENWAY ENGINEERING, DATED AUGUST 28, 2020. THE LANDSCAPE BUFFER PLANTINGS
SHALL BE MAINTAINED IN GOOD HEALTH FOR THE LIFE OF THE PROJECT. LANDSCAPE PLANTINGS SHALL BE INSTALLED AT THE FIRST OPTIMAL GROWING SEASON FOLLOWING THE COMMENCEMENT OF
CONSTRUCTION.
4.PRIOR TO SITE PLAN APPROVAL, THE OWNER SHALL ENTER INTO A WRITTEN AGREEMENT WITH FREDERICK COUNTY TO DECOMMISSION SOLAR ENERGY EQUIPMENT, FACILITIES, OR DEVICES PURSUANT TO
THE TERMS AND CONDITIONS OF§ I 5.2-2241.2(B) OF THE CODE OF VIRGINIA. THE WRITTEN AGREEMENT SHALL BE UPDATED EVERY FIVE (5) YEARS AND IN GENERAL CONFORMANCE WITH THE EXHIBIT D:
PRELIMINARY DECOMMISSIONING PLAN, INCLUDED WITH THE CUP APPLICATION, PREPARED BY TORCH CLEAN ENERGY, DATED MAY 2020.
5.BATTERIES, FOR THE PURPOSES OF MASS STORAGE OF ELECTRICITY THAT WILL EVENTUALLY BE TRANSFERRED TO THE GRID, ARE PROHIBITED AS PART OF THIS CUP.
6.THIS CONDITIONAL USE PERMIT SHALL NOT BE EFFECTIVE UNLESS AND UNTIL THE VACATIONS OF THE SPRINGDALE GLEN AND CARROLLTON ESTATES SUBDIVISIONS ARE APPROVED AND RECORDED. IN
ADDITION, THE APPROVAL AND RECORDATION OF SUCH VACATIONS SHALL TAKE PLACE PRIOR TO THE APPROVAL OF ANY SITE PLAN FOR THE USE AUTHORIZED BY THIS CONDITIONAL USE PERMIT.
7.ACCESS TO THE SITE SHALL BE LIMITED TO TWO (2) ENTRANCES FROM SPRINGDALE ROAD AND ONE (I) ENTRANCE FROM PASSAGE ROAD, AND BE IN GENERAL CONFORMANCE WITH THE CONCEPT PLAN,
INCLUDED WITH THE CUP APPLICATION, PREPARED BY GREENWAY ENGINEERING, DATED AUGUST 28, 2020. DELIVERY OF SOLAR ARRAY PANEL CONSTRUCTION MATERIALS WILL OCCUR AT THE SITE ACCESS
ENTRANCE OFF OF PASSAGE ROAD IDENTIFIED AS DEER LANE ON SHEET 4 OF THE CONCEPT PLAN. SOLAR ARRAY PANEL MATERIALS DELIVERY LAYDOWN AREA WILL BE LIMITED TO TAX PARCEL 74-A-44A
(CARBAUGH PROPERTY).
8.PILE-DRIVING OF POLES FOR SOLAR ARRAYS DURING CONSTRUCTION SHALL BE LIMITED TO 7:00 A.M. TO 5:00 P.M. MONDAY THROUGH FRIDAY. ALL OTHER CONSTRUCTION ACTIVITIES ARE PERMITTED 7:00
A.M. TO 7:00 P.M. MONDAY THROUGH FRIDAY AND 7:00 A.M. TO 5:00 P.M. ON SATURDAY. NO CONSTRUCTION ACTIVITIES ARE PERMITTED ON SUNDAYS. THE OWNER SHALL NOTIFY ALL RESIDENCES WITHIN
1,000-FEET OF THE PROJECT REGARDING THE COMMENCEMENT OF PILE-DRIVING ACTIVITIES FOURTEEN DAYS OR MORE PRIOR TO THE START OF SUCH ACTIVITIES. A COPY OF THE NOTIFICATION SHALL
ALSO BE PROVIDED TO THE FREDERICK COUNTY DEPARTMENT OF PLANNING & DEVELOPMENT DURING THE SAME FOURTEEN DAY OR MORE PERIOD.
9.THE LOCATION OF INVERTERS SERVING THE SOLAR PROJECT SHALL BE AT LEAST 450-FEET FROM ALL ADJACENT RESIDENCIES.
10.SUBDIVISION, FOR RESIDENTIAL DEVELOPMENT, OF TAX PARCELS 74-A-3, 74-A-4, 74-A-6C, OR OF THE AREA CURRENTLY CONSTITUTING THE SPRINGDALE GLEN AND CARROLLTON ESTATES SUBDIVISIONS
SHALL BE PROHIBITED DURING SUCH TIME AS SOLAR POWER GENERATING EQUIPMENT IS INSTALLED ON SAID PARCELS.
11.THE USE OF ARTIFICIAL HERBICIDES IS PROHIBITED FOR WEED ABATEMENT AND CONTROL MEASURES.
12.ANY EXPANSION OR MODIFICATION OF THIS LAND USE WILL REQUIRE THE APPROVAL OF A NEW CUP.
CUP #11-21 CONDITIONS:
1.ALL REVIEW AGENCY COMMENTS PROVIDED DURING THE REVIEW OF THIS APPLICATION SHALL BE COMPLIED WITH AT ALL TIMES.
2.AN ENGINEERED SITE PLAN, IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE VIII OF THE FREDRICK COUNTY ZONING ORDINANCE, SHALL BE SUBMITTED TO AND SUBJECT TO APPROVAL BY
FREDERICK COUNTY PRIOR TO THE ESTABLISHMENT OF THE USE. THE SITE PLAN SHALL ADDRESS ADDITIONAL REGULATIONS FOR SPECIFIC USES OUTLINED IN §165-204.26 OF THE FREDERICK COUNTY
ZONING ORDINANCE AND BE IN GENERAL CONFORMANCE WITH THE PHASE II EXPANSION AREA CONCEPT PLAN, INCLUDED WITH THE CUP APPLICATION, PREPARED BY GREENWAY ENGINEERING, DATED
OCTOBER 26, 2021.
3.PURSUANT TO CODE OF VIRGINIA F §15.2-2241.2(B), THE OWNER SHALL COMPLY WITH THE EXHIBIT D: EXPANSION AREA DECOMMISSIONING PLAN, INCLUDED WITH THE CUP APPLICATION, PREPARED BY
TORCH CLEAN ENERGY, DATED SEPTEMBER 2021, AND SHALL UPDATE THE EXPANSION AREA DECOMMISSIONING PLAN EVERY FIVE (5) YEARS.
4.WITHIN THIRTY (30) DAYS AFTER THE COMMERCIAL OPERATION DATE, BARTONSVILLE ENERGY FACILITY II, LLC SHALL MAKE A ONE-TIME PAYMENT TO THE COUNTY IN THE AMOUNT OF SEVEN HUNDRED
FIFTY THOUSAND DOLLARS ($750,000.00) (THE “PAYMENT”). THESE CONDITIONS SHALL BE MEMORIALIZED IN A SOLAR SITING AGREEMENT WITH FREDERICK COUNTY, ATTACHED AS SCHEDULE C-1 OF THESE
CONDITIONS, PURSUANT TO CODE OF VIRGINIA SECTION 15.2-2316.6 ET SEQ.
5.BATTERIES, FOR THE PURPOSES OF MASS STORAGE OF ELECTRICITY THAT WILL EVENTUALLY BE TRANSFERRED TO THE GRID, ARE PROHIBITED AS PART OF THIS CUP.
6.ACCESS TO THE SITE SHALL BE LIMITED TO ONE (1) ENTRANCE FROM MARLBORO ROAD (ROUTE 631) VIA STRODE MCLEOD LANE TO BE USED FOR CONSTRUCTION AND GENERAL SITE ACCESS AND THE
ENTRANCE CONFIGURATION SHALL BE IN GENERAL CONFORMANCE WITH THE PHASE II EXPANSION AREA CONCEPT PLAN, INCLUDED WITH THE CUP APPLICATION, PREPARED BY GREENWAY ENGINEERING,
DATED OCTOBER 26, 2021. DELIVERY OF SOLAR ARRAY PANEL CONSTRUCTION MATERIALS WILL OCCUR AT THE SITE ACCESS ENTRANCE OFF OF MARLBORO ROAD USING STRODE MCLEOD LANE ON SHEET
3 OF THE CONCEPT PLAN. SOLAR ARRAY PANEL MATERIALS DELIVERY LAYDOWN AREA WILL BE RESTRICTED TO TAX PARCEL 74-A-18.
7.A PHASE 1 ARCHEOLOGICAL SURVEY WILL BE COMPLETED AND SUBMITTED TO THE DEPARTMENT OF PLANNING & DEVELOPMENT PRIOR TO SITE PLAN APPROVAL. THIS SURVEY SHOULD DOCUMENT THE
COLLECTION OF HISTORIC STRUCTURES ON AND AROUND THIS DEVELOPMENT AND DETERMINE IF THIS AREA WOULD QUALIFY AS A RURAL HISTORIC DISTRICT.
8.PILE-DRIVING OF POLES FOR SOLAR ARRAYS DURING CONSTRUCTION SHALL BE LIMITED TO 8:00 A.M. TO 5:00 P.M. MONDAY THROUGH FRIDAY. ALL OTHER CONSTRUCTION ACTIVITIES ARE PERMITTED 7:00
A.M. TO 7:00 P.M. MONDAY THROUGH FRIDAY AND 7:00 A.M. TO 5:00 P.M. ON SATURDAY. NO CONSTRUCTION ACTIVITIES ARE PERMITTED ON SUNDAYS. THE APPLICANT SHALL PROVIDE AT LEAST TWO (2)
WEEKS WRITTEN NOTICE TO ADJOINING PROPERTY OWNERS OF THE START OF ANY PILE-DRIVING ACTIVITIES. A COPY OF THE WRITTEN NOTICE SHALL ALSO BE PROVIDED TO THE DEPARTMENT OF
PLANNING AND DEVELOPMENT.
9.ANY EXPANSION OR MODIFICATION OF THIS LAND USE WILL REQUIRE THE APPROVAL OF A NEW CUP.
SITE PLAN #23-22
TOWN OF
STEPHENS CITY
LIMITS (DASHED)
TOWN OF
STEPHENS CITY
LIMITS (DASHED)
9.4'4001798.41NAIL FND4005798.77POST WOOD1050003838.68LF--RTK1050002826.39LF--RTK1050014854.95LF--RTK1050012822.80LF--RTK1050008801.15LF IN RROW1050021805.95LF not here1050030805.93LF1050037743.73LF1050038743.47LF1050045827.32LF5003772.26LF LAID OUT--RTK1050079828.31LF--RTK22.1'3.6'5.4'4.4'21.7'2.1'4.9'5.6'4.9'10.0'27.4'9.3'1.2'5.0'5.2'4.2'4.7'5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'WW WWWWWW WRR5009769.11LF GONEOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP1061826.56MB 2961087826.88MB 1216T1127760.90TPT1128761.91TP1129794.18TPT1131790.09TPLAYDOWN LAYDOWNLAYDOWN0.00%WWWWW WWINV 9INV 10INV 11INV 14INV 15INV 12INV 13INV 16INV 17INV 20INV 3INV 4INV 5INV 6INV 34INV 35INV 29INV 30INV 31INV 36INV 37INV 32INV 33INV 38INV 39INV40INV 41DCACINV 21INV 25INV 24INV 22INV 8INV 7INV 27INV 28INV 26INV 23INV 1INV 2INV 19INV 18329'20'329'15'329'15'329'220'32'20'329'73'20'INV. IN = 781.50'INV. OUT = 780.50'100' - 18" HDPE @ 1.00%100'SETBACK329'15'329'20'15'329'15'329'20'20'20'R35'R35'100'
SETBAC
K
EXISTINGWETLAND329'15'20'329'15'329'19'329'15'329'15'19'220'329'19'220'15'329'20'100'
SETBACK
EXISTINGWETLAND72'20'R40'R40'329'24'329'20'20'15'329'15'329'15'20'329'20'R15'R15'R48'220'19'220'100'SETBACK100'SETBACK100'SETBACK80'15'15'22'22'20'53'20'33'15'329'15'329'20'19'220'329'15'329'160'25'100'SETBACK100'SETBACKPROPOSED LIMITOF DISTURBANCE329'15'329'329'R100'R100'INV. OUT = 794.00'INV. IN = 796.00'70' - 15" HDPE @ 2.86%PROJECT AREA200'SETBACK15'CONTRACTOR SHALLINSTALL 50' WIDE, 25'LONG, 18" DEEP VDOTCLASS 1 RIP RAP BELOWOUTFALL OF CONCRETEDRIVEWAY FLOW SECTION.330'15'330'79'15'330'15'330'15'330'15'330'15'330'15'330'15'330'100'SETBACK
100'SETBACKPROJECT AREA100'SETBACK33'20'15'15'100'SETBACK200'SETBACK20'PROPOSED LIMITOF DISTURBANCE7' GAME FENCEPROJECT AREAEXISTING WETLANDPROPOSEDARRAYS (TYP.)PROJECT AREA200'SETBACK100'SETBACKPROPOSED LIMITOF DISTURBANCEPROJECT AREA200'
SET
BACK 100'SETBACK15'100'SETBACK15'7' GAME FENCE7' GAME FENCE220'20'LANDSCAPE BUFFER "B1"330'20'220'15'20'PROPOSED LIMITOF DISTURBANCEPROJECT AREA100'
SETBACK7' GAME FENCEPROPOSED LIMITOF DISTURBANCEPROJECT AREAPROPOSEDARRAYS (TYP.)PROPOSED LIMITOF DISTURBANCEPROJECT AREA7' GAMEFENCEPROPOSEDARRAYS (TYP.)LEASED AREA100'SETBACK22'100'SETBACK15'7' GAME FENCEPROJECT AREAGRAVEL ACCESS ROAD330'15'19'221'R450'INVERTER SETBACK100'SETBACK7' GAME FENCEPROPOSED LIMITOF DISTURBANCE15'PROJECT AREA15'330'20'PROPOSED LIMITOF DISTURBANCE330'221'20'20'PROPOSED LIMITOF DISTURBANCE22'PROPOSEDARRAYS (TYP.)100'SETBACKGRAVEL ACCESS ROADR15'R48'20'7' GAME FENCEPROPOSED LIMITOF DISTURBANCEGRAVEL ACCESS ROAD7' GAME FENCEPROPOSED LIMITOF DISTURBANCEPROJECT AREA100'SETBACKPROPOSEDARRAYS (TYP.)22'20'R30'R40'7' GAME FENCE100'SETBACK100'SETBACK7' GAME FENCEPROPOSED LIMITOF DISTURBANCE22'GRAVEL ACCESSROADPROJECT AREAPROPOSED LIMITOF DISTURBANCEPROPOSEDARRAYS (TYP.)PROPOSEDARRAYS (TYP.)PROJECT AREAPROPOSED LIMITOF DISTURBANCE7' GAME FENCE100'SETBACK60'100'SETBACK7' GAME FENCEPROPOSED LIMITOF DISTURBANCE450'INVERTER SETBACKPROPOSEDARRAYS (TYP.)GRAVEL ACCESS ROA
D
7' GAME FENCE100'SETBACK60'450' INVERTER SETBACKPROPOSEDARRAYS (TYP.)22'75'22'GRAVEL ACCESSROAD7' GAME FENCEPROPOSED LIMITOF DISTURBANCE100'SETBACKPROJECT AREAPROPOSEDARRAYS (TYP.)100'SETBACK450' INVERTERSETBACK60'7' CHAINLINK FENCEPROPOSED LIMITOF DISTURBANCEPROJECT AREAPROPOSEDARRAYS (TYP.)7' GAME FENCEPROPOSED LIMITOF DISTURBANCEPROJECT AREA100'SETBACKPROJECT AREAPROPOSED LIMITOF DISTURBANCE7' GAME FENCEPROPOSED LIMITOF DISTURBANCEPROJECT AREATREES TO BE PROTECTEDPROPOSED LIMITOF DISTURBANCEPROPOSED LIMITOF DISTURBANCE40' - 15" HDPE @ 2.5%INV OUT- 787INV IN- 7884.14.24.34.44.54.64.74.84.94.104.114.124.134.144.154.164.174.184.224.214.204.194.234.244.254.264.304.294.284.274.314.324.334.364.354.344.374.384.394.404.414.464.454.444.434.424.474.484.494.504.514.554.544.534.524.564.574.584.604.591%76
1
76
4
767770772774
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
750 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.0 OVERALL SITE & GRADING PLANUTILITY NOTES:
1.ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND. IF ALLOWED BY LOCAL
CODES.
2.ALL PUBLIC UTILITIES AND CONNECTIONS TO PUBLIC UTILITIES SHALL CONFORM TO
THE HCSA STANDARDS AND SPECIFICATIONS. NONE ARE PROPOSED.
3.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARY FOR
CONSTRUCTION.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE LOCATION
AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH THE APPROPRIATE UTILITY,
AGENCY OR COMPANY.
5.THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS AND
DISTURBANCES WITH EXISTING USERS AND FREDERICK COUNTY, SO THAT ANY
SERVICE INTERRUPTIONS ARE MINIMAL
SITE NOTES:
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FREDERICK COUNTY
STANDARDS AND SPECIFICATIONS.
2.PARKING AREAS AND DRIVEWAYS SHALL BE GRAVEL AS SHOWN UNLESS CONCRETE
OR ASPHALT IS SPECIFIED.
3.CONTRACTOR SHALL MAINTAIN ANY EXISTING ACCESSES TO ADJACENT
RESIDENCES, BUSINESSES AND PROPERTIES AT ALL TIMES.
4.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARY FOR
CONSTRUCTION.
GRADING / DRAINAGE NOTES
1.THIS PROPERTY IS WITHIN THE CONOCOCHEAGE-OPEQUON AND SHENANDOAH WATERSHED.
2.ALL PIPE AND STRUCTURES TO BE INSTALLED ON-SITE AND IN THE RIGHTS OF WAY SHALL MEET OR
EXCEED THE VDOT SPECIFICATIONS.
4.ALL ON-SITE PIPE SHALL BE INSTALLED MEETING COVER, BACKFILL AND BEDDING REQUIREMENTS PER THE
MANUFACTURER'S RECOMMENDATIONS.
5.VDOT PRE-CAST DRAINAGE STRUCTURES / MANHOLES SHALL BE USED. ANY DEVIATION FROM THE
SPECIFIED STRUCTURES SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION AND SHALL MAINTAIN
COMPLIANCE WITH ALL CORRESPONDING VDOT MATERIAL, DRAWING & DETAILED SPECIFICATIONS.
6.ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE
DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS
DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE
FOR THE OTHER DRAINAGE ITEMS. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE
CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION
7.STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH
STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH
CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR
SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED
AS NECESSARY.
8.BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE
STRUCTURE.
9.PROPOSED CONTOUR LINES REPRESENT FINISHED GRADE ELEVATIONS. CONTOUR LINES MAY BE
ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER
TO PROVIDE A PROPER TIE-IN.
10.MONITOR, MAINTAIN, MOVE AND/OR ADD SILT FENCE, SILT FENCE OUTLETS, AS NEEDED BASED ON FIELD
AND RUNOFF CONDITIONS AND AS DIRECTED BY THE ENGINEER AND/OR COUNTY REPRESENTATIVE.
10.A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED TO FREDERICK COUNTY AND
APPROVED PRIOR TO MOVING FORWARD WITH CONSTRUCTION.
11.IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE
SPOIL/BORROW SITE MUST BE INCLUDED IN THE LAND-DISTURBANCE PLAN AND PERMIT UNLESS THE
SPOIL/BORROW SITE ALREADY HAS A LAND-DISTURBING PERMIT.
12.SEE STORMWATER CALCULATIONS PACKET FOR DETAILED NUTRIENT AND PEAK FLOW CALCULATIONS.
13.ALL GRASS SLOPES WHICH EXCEED 3:1 (H:V) SHALL UTILIZE NORTH AMERICAN GREEN (NAG)
CONSTRUCTION PRODUCTS TURF REINFORCEMENT MATS SC150 OR APPROVED EQUAL UNLESS
OTHERWISE SPECIFIED ON PLANS. MATS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS
AND STANDARDS. CONTRACTOR SHALL COORDINATE INSTALLATION INSPECTION WITH MANUFACTURER.
16.ALL FILL SHALL AT A MINIMUM MEET 95% STANDARD PROCTOR DENSITY PER ASTM D 1557. ALL OTHER
PORTIONS OF EARTHWORK AND GRADING AT A MINIMUM SHALL ADHERE TO THIS CODE SECTION. BUT IN NO
WAY SHALL SUPERCEDE THE SITE SPECIFIC GEO-TECHINICAL RECOMMENDATIONS. IT IS HIGHLY
RECOMMENDED THAT ADDITIONAL GEO-TECHINCAL EVALUATIONS BE DONE OF THE BUILDING PAD AREAS
DUE TO UNKNOWN BURIED CONSTRUCTION DEBRIS.
17.GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE
OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY
AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY
CONTACT INFORMATION.
18.SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND
APPROVED BY APPLICABLE AUTHORITY.
19.ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY
THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
20.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW TO
NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND.
21.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P.
PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
22.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY
TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
23.FINAL GRADES SHALL BE WITHIN ±0.1' OF THE PROPOSED FINISHED GRADES SHOWN ON THE PLAN.
TOWN OF
STEPHENS
CITY LIMITS
(DASHED)
TOWN OF
STEPHENS
CITY LIMITS
(DASHED)
TOWN OF
STEPHENS
CITY LIMITS
(DASHED)
STR
O
D
E
M
C
L
E
O
D
L
N
CSX
R
A
I
L
R
O
A
D
C
S
X
R
A
I
L
R
O
A
D
MARLBORO RDMARLBORO RDPAS
S
A
G
E
R
DPASSAGE RDSPRIN
G
DALE
RD
SPRINGDALE RDMIDDLE RD4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.1 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.4 MATCHLINE - SEE SHEET C-4.21 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLD
LD
LD LD LD LDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD
835
840
845
850
85
5
834
836
837
838
839
841
842
843
844
846
847
84
8
84
9
851
852
85
3
85
4
85
6
857
858
859
85
0
85
5
8468
4
78488
4
9
851
852
85
3
85
4
85
6
7' GAME FENCE
20'329'PROJECT AREA
PROPOSED LIMIT
OF DISTURBANCE 100'SETBACKPROPOSED
ARRAYS (TYP.)
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.2 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.5 MATCHLINE - SEE SHEET C-4.3MATCHLINE - SEE SHEET C-4.14.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LD LD LD LD LD LD
LD
LD
LD LD
LDLDLDLDLDLD848847846845844843842841840839838837838839840841841840839838837836835834833832831843
842 841
841
840
8
5
0
85
5
860
8468
4
78488
4
9
851
852
85
3
85
4
85
6
85
7
858
859
861
20'329'7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA
100'SETBACKDETENTION
POND 2-1A
(SEE SHEET
D-5LL)
PROPOSED
ARRAYS (TYP.)
100'
SETB
A
C
K
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602---
C-4.3 SITE & GRADING PLAN-1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.6MATCHLINE - SEE SHEET C-4.24.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLD LD LD LD LD LD LD LD
LANDSCAPE BUFFER "A1"
810815820825830
809811812
813814816817818819821822823824826827828
82915'PROJECT AREA
100'
SETBACK
PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
PROPOSED
ARRAYS (TYP.)
20'329'15'EXISTING
VEGETATION/TREE
LINE
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.4 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.8 MATCHLINE - SEE SHEET C-4.51 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.1
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD
LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 3
LANDSCAPE BUFFER "A1"822821820819818817816815814819
819818817816815814
818 817 816 815 81482282182081981882382382482582682782882882782682582482382382482582682782882
8
82
8
8458468
4
7
825830835840845
82382482682782882983183283383483683783883984184284384484684782583083584084582182282382482682782882983183283383483683783883984184284384482082583082182282382482682782882983183283383415'20
'
20'329'15'20'100'
SETBACK
DETENTION
POND 1N
(SEE SHEET
D-5J)
DETENTION
POND 2A
(SEE SHEET
D-5LL)R40'
R30'15'PROJECT AREA
PROPOSED LIMIT
OF DISTURBANCE
7' GAME
FENCE
7' GAME FENCEPROPOSED LIMIT
OF DISTURBANCE
INVERTER
SKID (TYP.)
PROPOSED
ARRAYS (TYP.)329'GRAVEL ACCESS
ROAD
PROPOSED
ARRAYS (TYP.)
829
831
834
832
830
828
826
824
822
820
818
816
814
812
20'46'70
'
R1
5
0
'8118128147'26'WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.5 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.9 MATCHLINE - SEE SHEET C-4.61 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.2
MATCHLINE - SEE SHEET C-4.44.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLD8458468
4
7
7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
PROPOSED
ARRAYS (TYP.)
100'
SET
B
A
C
K
PROJECT AREA
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.6 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.10
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.3
MATCHLINE - SEE SHEET C-4.54.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD
INV 1
LANDSCAPE BUFFER "A1"82081881920'20'R
3
5
'
R35'
INVERTER
SKID (TYP.)
GRAVEL ACCESS
ROAD
7' GAME FENCE15'PROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA
329'70'70'8
4
3
838
835
832 8298278
2
6
8
2
9
13'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.7 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.11 MATCHLINE - SEE SHEET C-4.81 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LD LD LD LDLDLDLDLDLDLD LD LD LD
LD
LD LD LD
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LDLDLDLDLDLD805810815802803804806807808809811812813814816
790795800
805
786
787
788789791792793794796797
798
799
801
802
803
804
806
807
808
785 784 783 782 781 780
782
782
7
8
3
7
8
4785786787788789790791792793794 795796793794795796799800801802803
803 802 801 800 799
793794795796798798796795794793792810
815820
807
808
809
811
812
813
814816817818819 DETENTION
POND 1A
(SEE SHEET
D-5A)
DETENTION
POND 1B
(SEE SHEET
D-5B)
PROPOSED
ARRAYS (TYP.)329'73'
20'DITCH DA ILINV. IN = 781.50'
INV. OUT = 780.50'
100' - 18" HDPE @ 1.00%
PROPOSED LIMIT
OF DISTURBANCE
PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
100'
SETBACK
329'15'329'20'
GRAVEL ACCESS
ROAD
7' GAME FENCE
PROJECT AREA
80
7
804
801
798
795
792
789
786
785 R5
0
'
MAX 20' WIDTH GRAVEL FARM
ACCESS ROAD PER OWNER
REQUEST
(NO GRADING TO OCCUR,
CONTRACTOR SHOULD
PLACE GRAVEL ON EXISTING
GRADE)809EXISTING
VEGETATION/TREE
LINE
EXISTING
VEGETATION/TREE
LINE
LANDSCAPE BUFFER "A1"
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.8 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.12 MATCHLINE - SEE SHEET C-4.91 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.4
MATCHLINE - SEE SHEET C-4.74.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 4
784
784783782781780785783782781780810
809
805810801802803804806807808809DETENTION
POND 1M
(SEE SHEET
D-5I)
PROPOSED
ARRAYS (TYP.)15'329'15'329'220'32'20'INVERTER
SKID (TYP.)
PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
GRAVEL ACCESS
ROAD
814
812
810
808
806
804
802
800
798
796
794
792
7
9
0
78
9
78
8
786805803R
4
5
'786788790791784785
781801 79378778
7 8118128'
R150'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.9 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.13 MATCHLINE - SEE SHEET C-4.101 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.5
MATCHLINE - SEE SHEET C-4.84.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
100'
SET
B
A
C
K
PROJECT AREA
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.10 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.14
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.6
MATCHLINE - SEE SHEET C-4.94.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLD LD LD LD LD LD LD LD LDLDLDLDLDLDLD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD815820
825
811812813814816817818
819
821
822
823
824
826
827
828
829
AREA
TO
REMAIN
UNDISTURBED
7' GAME FENCE
PROJECT AREA 329'15'329'160'
PROPOSED LIMIT
OF DISTURBANCE
329'15'329'329'PROPOSED LIMIT
OF DISTURBANCE 8338378348
4
3
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.11 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.16 MATCHLINE - SEE SHEET C-4.121 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.7
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD
LD
LD
LDLDLDLDLDLDLD LDLD LD LD LD LDLDLDLDLDLDINV 5
INV 1
INV 2
785786787788
789790790789
788787786785
785
790 789
788787786
798797796795794793797797792796800801802803804805
806
807
808
803804805806807808808797798799800801802803804805806807809808807782
782
7
8
3
792793794795796798798796795794793792815820814816817818819795800805791
7
9
2
7937
9
4
7967977987998018028038048
0
6
807805
810
815
820
825
803
804
806
807
808
809
811
812
813
814
816
817
818
819
821
822
823
824
826
827
82
0
81
9
82
1
8
2
2
8
2
3
820
821
822792793794795796797797796795794793792DETENTION
POND 1B
(SEE SHEET
D-5B)
DETENTION
POND 1C
(SEE SHEET
D-5C)
DETENTION
POND 1G
(SEE SHEET
D-5F)
DETENTION
POND 1H
(SEE SHEET
D-5F)
DETENTION
POND 1I
(SEE SHEET
D-5G)
INV. IN = 781.50'329'15'329'15'329'20'
72'
20'
R
4
0
'
R40'329'24'329'20'INVERTER
SKID (TYP.)20'15'INVERTER
SKID (TYP.)
GRAVEL ACCESS
ROAD
GRAVEL ACCESS
ROAD
CONCRETE
DRIVEWAY
APRON (SEE D-6)
80'
PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
53'
20'
33'15'329'PROPOSED LIMIT
OF DISTURBANCE
R100'
R100'
INV. OUT = 794.00'
INV. IN = 796.00'
70' - 15" HDPE @ 2.86%
786
785
8028018007997988048028007997
9
7
7
9
9
ACCESS
GATE
(SEE D-6)20'12' GRAVEL FARM ACCESS
ROAD PER OWNER REQUEST
(NO GRADING TO OCCUR,
CONTRACTOR SHOULD
PLACE GRAVEL ON EXISTING
GRADE)
7' GAME FENCE
7' GAME FENCE
807808808807810808 809812
813 814816815817
818
819
821
822
824
826828830833837834
8288
2
9
8297
9
8 798800805806807808809 807805803803805807809
807
805
8
1
1812811
811
810
808
806
80
6
808
810
811
813
815
816
81678
4
785
786
790
792
794
79
6
79
8
80
0
802
15'15'
8'
13'60'WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.12 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.17 MATCHLINE - SEE SHEET C-4.131 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.8
MATCHLINE - SEE SHEET C-4.114.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD
LD
LD
LD
LD LD LD
LD
LD
L
D
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LDLDLD
LD
LD
LD
LDLDLDLDINV 5
778
778
777
776
775774773772
777
776
775774773
772
772 773
800
799
798
797
796
795794
793792791
790789
788
787
786
785
784
783
782
781
780
779
778
777
775 776 77877877
1
778777776775772786
785
784
783
782 781 780 779 778 777
776
81
0
81
1
81
2
81
3
81
4
81
5
81
6
81
7
81
8
819
82
0
82
1
82
1
820
81
9
818
81
7
816
828 827 826 825
824
823
822
8
2
1
820
816 821821789790785 784 783 782 781 780
780
779
779
780
781
782
783
784
785
785
790
795
800
788
789
791
792
793
794
796
797
798
799
8
0
1
802803804780
785
790
795
800
779
781
782
783
784
786
787
788
789
791
792
793
794
796
797
798
799
801802
803
795
800
805
810
815796
797
798
799
801
802
803
804
806807808809811
812813
814
810809811812DETENTION
POND 1J
(SEE SHEET
D-5G)
DETENTION
POND 1K
(SEE SHEET
D-5H)
DETENTION
POND 1L
(SEE SHEET
D-5H)
DITCH DA IJ
INV. OUT = 780.50'
100' - 18" HDPE @ 1.00%
PROPOSED
ARRAYS (TYP.)
7' CHAIN
LINK FENCE
PROPOSED LIMIT
OF DISTURBANCE
100'SETBACKPROJECT AREA
EXISTING
WETLAND
329'15'20'329'15'19'72'
20'
R
4
0
'
R40'
INVERTER
SKID (TYP.)220'786
785
CONCRETE
DRIVEWAY
APRON (SEE D-6)779783782784809
807
805
8
1
1
811
810
808
806
80
6
808
810
811
813
815
816
81678
4
785
786
790
792
794
79
6
79
8
80
0
802
EXISTING
VEGETATION/TREE
LINE
15'60'WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.13 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.18 MATCHLINE - SEE SHEET C-4.141 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.9
MATCHLINE - SEE SHEET C-4.124.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
PROJECT AREA 100'SETBACKEXISTING
WETLAND
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.14 SITE & GRADING PLAN-1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.10
MATCHLINE - SEE SHEET C-4.134.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
PROJECT AREA
200'SETBACKSP
R
I
N
G
D
A
L
E
R
O
A
D
RO
U
T
E
6
4
9
-
5
0
'
R
/
W
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.15 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.19 MATCHLINE - SEE SHEET C-4.161 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLD LD LD LD
LD
LD LD
LD
LD
LD
LD
LD
LDLDLD
LD
L
DLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LDLDLDLDLDLANDSCAPE BUFFER "B1"
LANDSCAPE BUFFER "B1"810811812813810
815808
809
811
812
813814816
815816814
815
816
817
818
81
9
820
821
820
825 819821
822
823
824
826
827
8
1
3
8
1
4
8
1
5
8168178178168158148
1
3
8
1
2
811
813814
815 80
8
80
9
81
0
81
1
813814815
815 814 813
812
81
1
81
0
809808809810811812813814815DETENTION
POND 1-1A
(SEE SHEET
D-5K)
DETENTION
POND 1-1B
(SEE SHEET
D-5L)
GRAVEL ACCESS
ROAD
LEASED AREA
15'7' CHAIN
LINK FENCE
GRAVEL ACCESS
ROAD
22'
20'15'329'20'19'220'15'CONTRACTOR SHALL
INSTALL 50' WIDE, 25'
LONG, 18" DEEP VDOT
CLASS 1 RIP RAP BELOW
OUTFALL OF CONCRETE
DRIVEWAY FLOW SECTION.
7' GAME FENCE
330'SP
R
I
N
G
D
A
L
E
R
O
A
D
RO
U
T
E
6
4
9
-
5
0
'
R
/
W100'SETBACKPROPOSED LIMIT
OF DISTURBANCE
PROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA
33'
20'15'15'100'SETBACK200'
SETBACK
PROJECT AREA 808809R65'
20'R35'R35'R50'R40'
ACCESS
GATE
(SEE D-6)
ACCESS
GATE
(SEE D-6)
R45'R45'
R45'R45'8178
1
4
812
810
808
807
80981481281080881
3
8
1
1
810
80' - 15"
RCP @
1.25%
INV OUT- 810
INV IN- 811
811.5
811.3810.5
810.3
MATCH
EXISTING
MATCH
EXISTING
8
1
2
81
3
8
1
1
811 811812
81
2
81
3
CONCRETE
DRIVEWAY
FLOW
SECTION
(SEE D-6)
1%
EXISTING
VEGETATION/TREE
LINE
EXISTING
VEGETATION/TREE
LINE
CONTRACTOR SHALL
INSTALL 8' LONG, 18" DEEP
VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4'
WIDE TO 10' WIDE.
20' ACCESS
EASEMENT TO
BE GRANTED TO
FREDERICK
WATER
90'WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.16 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.20 MATCHLINE - SEE SHEET C-4.171 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.11
MATCHLINE - SEE SHEET C-4.154.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
L
D
L
D
LD
LD
LD
LDLDLDLDLDLDLDLDLDLD
LD
LD
LD
LD
LD LDLDLDLDLDLDLDLDLDLD
LD
LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL
D
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 6
INV 8INV 7
LANDSCAPE BUFFER "B1"
LANDSCAPE BUFFER "B1"8218218208198188178168158148138128118108098088108118128138148108018028038048058068078088098108118128138148148268258248238228208188168158
2
3
820
816817
818
819
821
822
8
2
0
8
1
7
8
1
8
81
9
8
2
1
8
2
2 810815820825811812813814816817818819821822823824826827828828
828829829
825821
82282382480
1
80
0
79
9
79
8
79
7796795794 793792806 807 808 809 810 811
812
812
811
810
809
808
807
806
80
7
8
0
8
8
0
9
8
1
0
8
1
1
8
1
3
8
1
4
8
1
5
8
1
5
8
1
4
8
1
3
8
1
2
8
1
1
8
1
0
8
0
9
8
0
8
DETENTION
POND 1C
(SEE SHEET
D-5C)
DETENTION
POND 1E
(SEE SHEET
D-5D)
DETENTION
POND 1F
(SEE SHEET
D-5E)329'DITCH DA IG329'15'329'15'20'329'20'
R15'R15'
R4
8
'
INVERTER
SKID (TYP.)
INVERTER
SKID (TYP.)
INVERTER
SKID (TYP.)220'GRAVEL ACCESS
ROAD
GRAVEL ACCESS
ROAD
S
P
R
I
NG
D
A
L
E
RO
A
D
RO
U
T
E
6
4
9
-
5
0
'
R
/W
PROPOSED LIMIT
OF DISTURBANCE
20'
7
9
9
8
0
1
8048068087' GAME FENCE
8128108088058
0
3
8
0
0
7
9
8
8168158158168178
1
5 814813813812816816
817
818
819820821822824826828
829
831
832
833
834
841
838
836
833
83
2
830828
834831836 83884174'68'
8'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.17 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.21 MATCHLINE - SEE SHEET C-4.181 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.12
MATCHLINE - SEE SHEET C-4.164.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL
D
845
850
843
844
846
847
848
849
85
1
85
2 821822823824825826827828829830831832833834835835834833832831830824
825
826
827
828
829
830
831
831830829828
827 831832833834831832833834DETENTION
POND 6A
(SEE SHEET
D-5O)
DETENTION
POND 7C
(SEE SHEET
D-5N)
DETENTION
POND 7A
(SEE SHEET
D-5O)329'15'329'15'19'220'329'19'220'15'329'20'220'19'220'100'
SETB
A
C
K
PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
PROJECT AREA
EXISTING WETLAND
PROPOSED
ARRAYS (TYP.)
EXISTING
VEGETATION/TREE
LINE
EXISTING
VEGETATION/TREE
LINE
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.18 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.22
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.13
MATCHLINE - SEE SHEET C-4.174.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
PROJECT AREA
200'
SET
B
A
C
K
100'
SET
B
A
C
K
EXISTING
VEGETATION/TREE
LINE
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.19 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.23 MATCHLINE - SEE SHEET C-4.201 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.15
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LD
LD
LD
LD
LD
LD
LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 9
825
830835
826
827828
829
8318328
3
3
834
83
6
832
8
3
3
8
3
4
825830
835
826827828
829
831
832
833
834
836
837838
839
826
827
15'330'15'330'15'330'7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA
2
0
0
'
S
E
T
B
A
C
K
7' GAME FENCE
EXISTING
VEGETATION/TREE
LINE
EXISTING
VEGETATION/TREE
LINE
EXISTING
VEGETATION/TREE
LINE
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.20 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.24 MATCHLINE - SEE SHEET C-4.211 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.16
MATCHLINE - SEE SHEET C-4.194.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLD
LD
LD
LDLDL
D
L
D
LD
LD
LD
LD
LD
LD
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 9
INV 14
LANDSCAPE BUFFER "B1"
LANDSCAPE BUFFER "B1"825823824826830
835840831
8328338348368378388398418428438308
3
0
8358288
2
8
8298
2
9
83183
1
8328
3
2
83383483682
5
83
0
835
8
2
3
82
4
82
6
8
2
7
82
8
8
2
9 8318
3
2 8338
3
4
836
83
7
830835827
828829831832833834836820825830819
821822
823
824
826827828829808809810811812813814815DETENTION
POND 1-1B
(SEE SHEET
D-5L)
DETENTION
POND 1-1C
(SEE SHEET
D-5M)
INVERTER
SKID (TYP.)
8
3
783683522'
79'SPRINGDA
LE
ROADROUTE
6
4
9
-
5
0
'
R
/W
100'
SET
B
A
C
K
15'
100'
SET
B
A
C
K
15'
7' GAME FENCE
7' GAME FENCE220'20'LANDSCAPE BUFFER "B1"
LANDSCAPE BUFFER "B1"330'20'220'15'20'
PROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA
8258228228228228208218218
2
0
819
818817 816817816
817
818
8
1
9 SPRINGDALE ROADROUTE 649 - 50' R/WEXISTING
VEGETATION/TREE
LINE
18'
19'
25'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.21 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.25 MATCHLINE - SEE SHEET C-4.221 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.17
MATCHLINE - SEE SHEET C-4.204.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
L
D
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD85
2
850
847
848
849
851
840
841
842
843
843
842 841840825826827828829830830829 828827826825DETENTION
POND 7B
(SEE SHEET
D-5P)
DETENTION
POND 8A
(SEE SHEET
D-5P)220'329'100'SETBACK7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA
PROPOSED
ARRAYS (TYP.)
EXISTING
VEGETATION/TREE
LINE
EXISTING
VEGETATION/TREE
LINE
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.22 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.26
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.18
MATCHLINE - SEE SHEET C-4.214.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLD100'SETBACKPROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA
EXISTING
VEGETATION/TREE
LINE
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.23 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.27 MATCHLINE - SEE SHEET C-4.241 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.19
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 10
INV 11835840845850855832833834836837
838
839
841842843844846847848849851852853854856857858845850841842843844846847848849851852853854850855847848849851
852
853
854
856
857
858
859 15'330'15'330'15'330'15'7' GAME FENCE
7' GAME
FENCE
PROPOSED LIMIT
OF DISTURBANCE
PROPOSED
ARRAYS (TYP.)
LEASED AREA100'SET
B
A
C
K
EXISTING
VEGETATION/TREE
LINE
EXISTING
VEGETATION/TREE
LINE
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.24 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.28 MATCHLINE - SEE SHEET C-4.251 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.20
MATCHLINE - SEE SHEET C-4.234.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
1061
826.56
MB 296
0.00%LDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LD
LD
LD
INV 10
INV 11
INV 15
LANDSCAPE BUFFER "B1"830829831835
840
845
850
833
834836837
838
839
841
842
843
844
846
847
848
849
851
852
857858840845850855860841842843844846
847
848849851852
853854856857858859 815
820
825
830
814
816
817
818
819
821
822
823
824
826
827
828
829
831
832
833
825
8
2
1
8
2
2
8
2
3
8
2
4
826827828829827826825824823822SUMP 15A
(SEE SHEET
D-5S)
INVERTER
SKID (TYP.)
INVERTER
SKID (TYP.)
SPRIN
G
D
A
L
E
R
O
A
D
ROUTE
6
4
9
-
5
0
'
R
/
W
22'
100'
SETBACK
15'
7' GAME FENCE
PROJECT AREA
GRAVEL ACCESS ROAD330'15'19'221'840
839
837
838
835
831828827825824
19'
17'
18'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.25 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.29 MATCHLINE - SEE SHEET C-4.261 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.21
MATCHLINE - SEE SHEET C-4.244.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
1087
826.88
MB 1216
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LDLDLDLDLDLDLANDSCAPE BUFFER "B1"
81
5
820
8
2
5
8
1
2
8
1
3
8
1
4
816
817
818
819
821
822
823
824
8
2
6
827
828
829
8
2
2
8
2
3 802803804805806807808808807806805804803802DETENTION
POND 16A
(SEE SHEET
D-5S)
SPRIN
G
D
A
L
E
R
O
A
D
ROUTE
6
4
9
-
5
0
'
R
/
W
R450'INVERTER SETBACK100'SETBACK7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE 15'PROJECT AREA
15'330'20'
S
PR
I
NGD
A
L
E
RO
AD
RO
U
T
E
6
4
9
-
5
0
'
R
/W
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.26 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.30
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.22
MATCHLINE - SEE SHEET C-4.254.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLD100'
SET
B
A
C
K
PROJECT AREA
7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE330'221'20'20'EXISTING
VEGETATION/TREE
LINE
EXISTING
VEGETATION/TREE
LINE
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.27 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.281 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.23
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 12
INV 13
INV 16
INV 1785085586086584985185285385485685785885986186286386486684585085584384484684784884985185285385485685785885985983
4
83
5
835
83
3
83
3
856
855
853
851850
849
848
848
849
850
851
851
850
849
848
DETENTION
POND 13A
(SEE SHEET
D-5R)
INVERTER
SKID (TYP.)
INVERTER
SKID (TYP.)
INVERTER
SKID (TYP.)
854 15'330'15'330'7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
22'
PROPOSED
ARRAYS (TYP.)100'SETBACKGRAVEL ACCESS ROADR60'844845845846
848
850
852
854 854852855856857858859857 858859
EXISTING
VEGETATION/TREE
LINE
18'
14'
18'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.28 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.291 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.24
MATCHLINE - SEE SHEET C-4.274.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLD
DC
AC
INV 19
INV 1884083783883984183
0 82882983
1
835
840
845
850
855
833
834
836
837
838
839
841
842
843
844
846
847
848
849
851
852
853
854
856
857
858
859
825
830
835
840
8
2
2
8
2
3
824
826
827
828
829
831
832
833
834
836
837
838
839
841
842
843
84
4845
85085584384484684784884985185285385485685785884
5
850
855
846
847
848
849
851
852
853
854
856
857835833834836837
840845850855860865838839841842843844846847848849851852853854856857858859861862863864INVERTER
SKID (TYP.)15'R15'
R
4
8
'
20'
7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
GRAVEL ACCESS ROAD8
2
1
823
823
824
827
8
2
9
8
3
383683
7
838839841
842846849865
865
865
865
865
86586615'
R15'
R15'R15'9'WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.29 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.31 MATCHLINE - SEE SHEET C-4.301 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.25
MATCHLINE - SEE SHEET C-4.284.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDL
D
LDLDLDLDLDLDLDLDLD
LD
LD
LDLDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
802
803804805806807808808807 806805804803802808809810811812813814815816816815814813812DETENTION
POND 17A
(SEE SHEET
D-5T)
DETENTION
POND 16A
(SEE SHEET
D-5S)
7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA
100'
SET
B
A
C
K
PROPOSED
ARRAYS (TYP.)
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.30 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.32
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.26
MATCHLINE - SEE SHEET C-4.294.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 19
LANDSCAPE BUFFER "C1"
850
851
851
850
GRAVEL ACCESS
ROAD
25'100'SETBACK22'20'R30'R40'22'7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA
818 819 820
821
822
823
824
825 826
827
828
825
828
8
2
38248258268278228
2
1
820829832834836837844846848850852854856858860862865866808
80
7
80
6
810
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.31 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.34 MATCHLINE - SEE SHEET C-4.321 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.29
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LD
LD
LD
LDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LDLDLDLDLDLDLDLDLDLDLDINV 20
INV 21
INV 22
LANDSCAPE BUFFER "C"
8
0
0
8
0
5
7
9
9
80
1
8
0
2
8
0
3
8
0
4
80
6
80
7
80
8
8
0
9 781782783783782781780779778SUMP 18A
(SEE SHEET
D-5U)
INVERTER
SKID (TYP.)
INVERTER
SKID (TYP.)
INVERTER
SKID (TYP.)
7' GAME FENCE
100'
SET
B
A
C
K
100'
SET
B
A
C
K
7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
22'GRAVEL ACCESS
ROAD
PROJECT AREA
PROPOSED LIMIT
OF DISTURBANCE
PROPOSED
ARRAYS (TYP.)
R100'
R15
0'7927
9
3794796800802803805808810
811
812813
80780980
6
80
4
80
3
802
TOWN OF STEPHENS CITY LIMITS (BOLD DASHED LINE)
TOWN OF STEPHENS CITY LIMITS (BOLD DASHED LINE)
TOWN OF STEPHENS CITY
LIMITS (BOLD DASHED
LINE)
EXISTING
VEGETATION/TREE
LINE
27'17'20'WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.32 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.34 MATCHLINE - SEE SHEET C-4.331 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.30
MATCHLINE - SEE SHEET C-4.31MATCHLINE - SEE SHEET C-4.35
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LD
LD
LD
LD
LD
LD
LD
LD
LD
L
D
L
D
L
D
L
D
L
D
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
770
768
769
771
772
75
7
75
8
75
9
76
0
76
1
76
2
76
3
76
4
76
4
76
3
76
2
76
1
76
0
75
9
75
8
75
6
DETENTION
POND 18B
(SEE SHEET
D-5U)
PROPOSED
ARRAYS (TYP.)
PROJECT AREA
PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
DI
T
C
H
D
A
1
8
C100'SETBACKTOWN OF STEPHENS CITY
LIMITS (BOLD DASHED
LINE)
TOWN OF STEPHENS CITY
LIMITS (BOLD DASHED
LINE)
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.33 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.35
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50MATCHLINE - SEE SHEET C-4.32MATCHLINE - SEE SHEET C-4.36
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLANDSCAPE BUFFER "F1"
787
788
789
79
4
79
3
792
79
1
79
0
78
9
78
8 787 786 785
801
800
799
798
797
796
795
79460'100'SETBACK7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
450'INVERTER SETBACKPROPOSED
ARRAYS (TYP.)
TREES TO BE PROTECTED
PROPOSED LIMIT
OF DISTURBANCE
40' - 15" HDPE @ 2.5%
INV OUT- 787
INV IN- 788
TOWN OF STEPHENS CITY LIMITS (BOLD DASHED LINE)
EXISTING VEGETATION
PRESERVATION AREA
EXISTING
VEGETATION/TREE
LINE
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.34 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.351 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.31 MATCHLINE - SEE SHEET C-4.32
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
T
1129
794.18
TP
T
1131
790.09
TP
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 25
INV 22
INV 23
LANDSCAPE BUFFER "D1"
LANDSCAPE BUFFER "F1"
770
775
780785
769
771
772
773
774
776
777
778
779
781782
783
784
786
787
788
771
772
773
774
775
776
777
777 776 775 774 773 772 771
77
8
77
9
78
0
78
1
78
2
78
3
78
4
78
5
786
787
788
789
DETENTION
POND 19A
(SEE SHEET
D-5V)
INVERTER
SKID (TYP.)
INVERTER
SKID (TYP.)
GR
A
V
E
L
A
C
C
E
S
S
R
O
A
D
7' GAME FENCE
100'SETBACK60'450' INVERTER SETBACK
PROPOSED
ARRAYS (TYP.)22'75'PROPOSED LIMIT
OF DISTURBANCE
7
7
7778779782785788790791784783
782
78120'20'WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.35 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.37 MATCHLINE - SEE SHEET C-4.361 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.32
MATCHLINE - SEE SHEET C-4.34MATCHLINE - SEE SHEET C-4.33
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LD
LD
LD
LD
LD
LD
LDLDLDLD
LD
LD
LDLDLDLDLDLDLD
LDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 25
INV 24
75
6
75
7
75
8
75
9
76
0
76
1
76
2
76
3
76
4
76
4
76
3
76
2
76
1
76
0
75
9
75
8
75
7
DETENTION
POND 18B
(SEE SHEET
D-5U)
INVERTER
SKID (TYP.)
INVERTER
SKID (TYP.)22'GRAVEL ACCESS
ROAD
7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE 100'SETBACKPROJECT AREA
PROPOSED
ARRAYS (TYP.)
R50'R50'ACCESS
GATE
(SEE D-6)R200'7617647637737747757
7
6
7
7
7
PASSAGE ROADP
A
S
S
A
G
E
R
O
A
D
TOWN OF STEPHENS CITY
LIMITS (BOLD DASHED
LINE)18'17'WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.36 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.38
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.33
MATCHLINE - SEE SHEET C-4.354.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLANDSCAPE BUFFER "D1"100'SETBACK450' INVERTER
SETBACK 60'7' CHAIN
LINK FENCE
PROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA
TOWN OF STEPHENS CITY LIMITS (BOLD DASHED LINE)
EXISTING VEGETATION PRESERVATION AREA
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.37 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.381 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.35
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
T
1127
760.90
TP
T
1128
761.91
TP LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDPROPOSED
ARRAYS (TYP.)
7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA100'SETBACKPASSAGE ROADTOWN OF STEPHENS CITY LIMITS (BOLD DASHED LINE)
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.38 SITE & GRADING PLAN-1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.36
MATCHLINE - SEE SHEET C-4.374.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
O
H
P
O
H
P
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
LDLDLDLDLDLDLDLDLDLDLDLDLD LDLDLDLD
LD
LDLDLDLDLDLDLDLDLDLDLDLDMAR
L
B
O
R
O
R
O
A
D
ROU
T
E
6
3
1
-
3
0
'
P
R
E
S
C
R
I
P
T
I
V
E
R
/
W
PROJECT AREA
PROPOSED LIMIT
OF DISTURBANCE
STRODE MCLOED LANE TO BE IMPROVED TO 20' WIDTH
FOLLOWING ROAD DETAIL
R80'R60'
20'7887867847
8
3
7
8
1
7
7
9
7
7
7
7
7
5
7
7
3
77
1
STRODE MCLEOD LNRESERVED FOR ORCHARD
RESERVED FOR ORCHARD
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.39 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.40
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPLAYDOWN LAYDOWNLAYDOWNLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 26
78
0
78
1
78
2
78
3
78
4
78
4
78
3
78
2
78
1
7
8
0
762761760759758757756DETENTION
POND 27C
(SEE SHEET
D-5Z)
INVERTER
SKID (TYP.)
PROJECT AREA
7' GAME FENCE
GRAVEL ACCESS
ROAD
PROPOSED LIMIT
OF DISTURBANCE
R60'R60'R200'R50'
R50'R50'22'22'22'
PROPOSED
ARRAYS (TYP.)79579
7 793791789787780
778
776
775 78578277977777377176876876576377
5
77
6
777STRODE MCLEOD LNSTRODE MCLEOD LNRESERVED FOR ORCHARD
RESERVED FOR ORCHARD
48'
R50'
10
%
M
A
X
S
L
O
P
E
10
%
M
A
X
S
L
O
P
E
ACCESS
GATE
(SEE D-6)
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.40 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.44 MATCHLINE - SEE SHEET C-4.411 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.39
MATCHLINE - SEE SHEET C-4.45
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LAYDOWN
LD LDLDLDLDLD
LD LDLDLDLDLDLDLDLDLDLDLDLD756757758759760761762762761760759758757756PROJECT AREA100'SETBACKPROPOSED LIMIT
OF DISTURBANCE
RESERVED FOR PASTURE
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.41 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.45
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50MATCHLINE - SEE SHEET C-4.40MATCHLINE - SEE SHEET C-4.46
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
OHP
OHP
OH
POHPOHPOHPOHPOHPOHPOHP
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 41
LANDSCAPE BUFFER "B2"815820825830835840813814816817818819821822823824826827828829831832833834836837838839841842802 803 804 805 806 806
805
804
803
802
801
806805804803802802801800DETENTION
POND 39A
(SEE SHEET
D-5JJ)
PROJECT AREA
7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE 100'SETBACK25'DITCH DA 37A7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
EXISTING VEGETATION/TREE LINE
RESERVED FOR CROPS
R45'R4
5
'9'20'120'WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.42 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.47 MATCHLINE - SEE SHEET C-4.431 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.48
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLANDSCAPE BUFFER "A2"815816817818835840845850836837838839841842843844846847848849851100'SETBACK25'PROPOSED LIMIT
OF DISTURBANCE
20'R150'GRAVEL ACCESS
ROAD
PROPOSED
ARRAYS (TYP.)
7' GAME FENCE
PROJECT AREA
7' GAME FENCE
60' 18" HDPE @ 3.33%
60' 18" HDPE @ 3.33%
INV IN- 838
8
3
8
8
4
1
843847852 EXISTING VEGETATION/TREE LINE
EXISTING VEGETATION/TREE LINE
ACCESS
GATE
(SEE D-6)
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.43 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.48 MATCHLINE - SEE SHEET C-4.441 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.424.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
OHPLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 34
790
795
800
789
791
792
793
794
796
797
798
799
801
802
775780776777778779781782783
780
785
790
776
777
778
779
781
782
783
784
786
787
788
789
791
792
775
780785
790
771
772
773
774
776
777
778
779781
782
783
784
786
787
788
78
9 787785790795786787788789791792793794796797790795786787788789791792793794796797805
8
1
0
81
5
801
802
803
804
8
0
6
8
0
7
808
809
8
1
181281
3
814
8
1
6
8
1
7
8
1
8
PROJECT AREA
PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
PROPOSED
ARRAYS (TYP.)
INVERTER SKID (TYP.)
22'GRAVEL ACCESS ROAD
799
798
796
794
794
777
782
783
785788
792
791
79
0
788
787
785
786
783
776
778
RESERVED FOR ORCHARD
EXISTING VEGETATION/TREE LINE
10'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.44 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.49 MATCHLINE - SEE SHEET C-4.451 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.40
MATCHLINE - SEE SHEET C-4.434.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD
INV 27
INV 28772771770768767766765764763762761760759758757756755755756757758759760761762762761760759758757756756775
771
772
773
774
776
77
0
7757807857
6
7
76876977177
2
773774776777778779781782783784786787DETENTION
POND 27D
(SEE SHEET
D-5Z)
SEDIMENT
BASIN 27C
(SEE SHEET
D-4Z)
PROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA
7' GAME FENCE 100'SETBACK22'R200'R100'
PROPOSED
ARRAYS (TYP.)
INVERTER
SKID (TYP.)
INVERTER
SKID (TYP.)
EXISTING WETLAND
ACCESS
GATE
(SEE D-6)
ACCESS
GATE
(SEE D-6)
763
766
768
770
772774772770767763760757754752750747744RESERVED FOR PASTURE
57'60'79'R15'
R15'
R15'
R15'70'10
%
M
A
X
S
L
O
P
E
10
%
M
A
X
S
L
O
P
E
10%
M
A
X
S
L
O
P
E10% MAX SLOPE20'
20'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.45 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.50 MATCHLINE - SEE SHEET C-4.461 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.40
MATCHLINE - SEE SHEET C-4.44MATCHLINE - SEE SHEET C-4.41
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
OHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP OHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
LDLDLDLDLDLDLDLD LDLDLDLDLDLDLDLD
L
D
L
D
LDLDLD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD7
2
6
7
2
7 7277287297307317317307297287277327337347357367377427417407397387377367
2
8
72
9
730731
725726727728729731
732
733
734
735
73072972
4
72
5
72
6
72
7
72
8
72
9
73
0
73
0
72
9
72
8
72
7
72
6
72
5
72
4 730DETENTION
POND 23A
(SEE SHEET
D-5W)
DETENTION
POND 27A
(SEE SHEET
D-5X)
DETENTION
POND 27B
(SEE SHEET
D-5Y)
POI
STATION
AC
COLLECTOR
STATION
PROPOSED LIMIT
OF DISTURBANCE
LEASED AREA
GRAVEL ACCESS
ROAD
2
2
'40'CONCRETE
DRIVEWAY
APRON (SEE D-6)
7' GAME FENCE
PROPOSED
ARRAYS (TYP.)R50'R60'737
734732731736730730731
2PARKING
SPACES TO BE
PROVIDED VIA
CONCRETE
PARKING STOPS
CSX RAILROADCSX RAILROADTOWN OF STEPHENS CITY LIMITS (BOLD DASHED LINE)
TOWN OF STEPHENS CITY LIMITS (BOLD DASHED LINE)
RESERVED FOR PASTURE
EXISTING VEGETATION/TREE LINE
LANDSCAPING BUFFER "E1"R80'
10
%
M
A
X
S
L
O
P
E
10% MAX SLOPE10% MAX SLOPE4'4'WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.46 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.51
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.41
MATCHLINE - SEE SHEET C-4.454.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLDLD
LD
LD
LD
LD LD LD LD LD LD LD
LANDSCAPE BUFFER "B2"8007997987977917927937947957
9
6
796 795 794 793 792 791
DETENTION
POND 37A
(SEE SHEET
D-5JJ)
PROPOSED
ARRAYS (TYP.)PROPOSED LIMIT
OF DISTURBANCE
25'
PROJECT AREA
7' GAME FENCE
7' GAME FENCE
EXISTING VEGETATION/TREE LINER4
5
'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.47 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.481 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.42
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLD
LD
LD
L
D
L
D
LD
L
D
LD
L
D
L
D
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 39
INV 41
830
835829831
832
833
834
836
800805801802803804PROPOSED LIMIT
OF DISTURBANCE
INVERTER
SKID (TYP.)
GRAVEL ACCESS
ROAD
20'PROPOSED
ARRAYS (TYP.)R150'R4
5
'
R45'
20'
PROJECT AREA
7' GAME FENCE
7' GAME FENCE
7' GAME FENCE
8
3
6
8
3
9
8
4
2
8
4
4
8
4
6
8
4
8
85
0
851
848
846
843
839
836
833
831
828
824
830
827
824
821
818
816
814
812
810
808
805 81581381180980680380060' 18" HDPE @ 3.33%
60' 18" HDPE @ 3.33%
INV IN- 838
8
3
8
8
4
1
843847852
INV IN- 836
EXISTING VEGETATION/TREE LINE9'35'55'81'ACCESS
GATE
(SEE D-6)
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.48 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.52 MATCHLINE - SEE SHEET C-4.491 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.43
MATCHLINE - SEE SHEET C-4.47MATCHLINE - SEE SHEET C-4.53
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLD
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDL
D
L
D
LD
LD
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD795800796797798799801802800805
797798799801802803804
806807808809
800
805
810
799
801
802
803
804
806
807
808
809
790
795
80
0
7
9
1
79
2
793
794
7
9
6
7
9
7
798
79
9
80
1
800
796
797
798
799
801802800805810815801
802803804806807808809811812813814816817818
79078778878979179220'20'20'R100'R100'R45'R
4
5
'
7' GAME FENCE
PROJECT AREA
PROPOSED LIMIT
OF DISTURBANCE
R90'
R110'
R90'
PROPOSED
ARRAYS (TYP.)
GRAVEL ACCESS
ROAD
EXISTING
WETLAND803800797800804807808806810803800797795794794795811809808806803800804
803
800
797
794
792
788
786
794794
794
796797RESERVED
FOR
ORCHARD
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.49 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.53 MATCHLINE - SEE SHEET C-4.501 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.44
MATCHLINE - SEE SHEET C-4.48MATCHLINE - SEE SHEET C-4.54
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
INV 35
INV 29
INV 36795800796797798799801 775780771772773774776777778
779
781
782
783784790
795
80
0
789
791
792
793
794
796
797
798
79
9
801
7
9
0
795
791
792
793
794
796 755760756757758759R
4
5
'
R45'20'22'
22'
INVERTER
SKID (TYP.)
GRAVEL ACCESS ROAD
PROPOSED ARRAYS (TYP.)
787
788
789
788
787
791
793794795
798797796 790788789791792
793
795
797
799
800
12'
15'
12'
17'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.50 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.54 MATCHLINE - SEE SHEET C-4.511 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.45
MATCHLINE - SEE SHEET C-4.49MATCHLINE - SEE SHEET C-4.55
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
RR OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDPROPOSED
ARRAYS (TYP.)
10
0
'
S
E
T
B
A
C
K
7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA CSX RAILROADCSX RAILROADTOWN OF STEPHENS CITY LIMITS (BOLD DASHED LINE)
EXISTING VEGETATION/TREE LINE
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.51 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.55
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.46
MATCHLINE - SEE SHEET C-4.504.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD
LDLDLANDSCAPE BUFFER "B"
AREA
TO
REMAIN
UNDISTURBED
PROJECT AREA
PROPOSED LIMIT
OF DISTURBANCE
PROPOSED
ARRAYS (TYP.)
7' GAME FENCE
7' GAME FENCE
EXISTING VEGETATION/TREE LINE
76'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.52 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.56 MATCHLINE - SEE SHEET C-4.531 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.48MATCHLINE - SEE SHEET C-4.47
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 38
INV40
795800805
794796797798799801802803804790795800805
791792793
794
796
797798799801802803804806
770
775
7
6
6
767
768
769
771
772
773
774
776
775
77
4
776 7677667657647
6
3
76
0
DETENTION
POND 28F
(SEE SHEET
D-5DD)
AREA
TO
REMAIN
UNDISTURBED
R70'
R15'R15'
R5
0
'
INVERTER
SKID (TYP.)
INVERTER
SKID (TYP.)
R20'R
2
0
'
R4
8
'
20'
GRAVEL ACCESS
ROAD PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
PROJECT AREA
PROPOSED
ARRAYS (TYP.)
20'
PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
PROJECT AREA
RESERVED
FOR
ORCHARD
66'
28'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.53 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.57 MATCHLINE - SEE SHEET C-4.541 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.49
MATCHLINE - SEE SHEET C-4.524.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLD
LDLDLDLDLDLDLDLDLDLD
LD
LDL
D LD
LDLDLDINV 30
INV 31
INV 36
801
802803780785776
777778779781782783784786787788
770
770775775
771771772772773773774774
7767757
8
0
776777778779787
7887
8
7 788760761762763764765766767767766765764763762761763
764
765
766767
768
769
770
771 771
770
769
768
767
766
765
764
763
7637
6
4
763762761760759758DETENTION
POND 28C
(SEE SHEET
D-5BB)
DETENTION
POND 28E
(SEE SHEET
D-5CC)
DETENTION
POND 28F
(SEE SHEET
D-5DD)76476522'
EXISTING
WETLAND
INVERTER
SKID (TYP.)
PROPOSED
ARRAYS (TYP.)
GRAVEL ACCESS ROAD
PROPOSED LIMIT
OF DISTURBANCE
INVERTER
SKID (TYP.)
7' GAME FENCE 7988007947
9
3
79
2
79
5
789788787
786
782
781
780779778
777
776
775
77477677777812'
15'
15'17'16'
34'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.54 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.58 MATCHLINE - SEE SHEET C-4.551 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.49
MATCHLINE - SEE SHEET C-4.53MATCHLINE - SEE SHEET C-4.50
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPLDLD
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD770775767768769771772773774770771772773774775776776775774773772771DETENTION
POND 29A
(SEE SHEET
D-5FF)
100
'
SE
T
B
A
C
K
PROPOSED LIMIT
OF DISTURBANCE
GAME FENCE
EXISTING
WELANDS
TOWN OF STEPHENS CITY LIMITS (BOLD DASHED LINE)
PROPOSED
ARRAYS (TYP.)CSX RAILROADEXISTING VEGETATION/TREE LINE
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.55 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.58
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.51
MATCHLINE - SEE SHEET C-4.54MATCHLINE - SEE SHEET C-4.50
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLDLDL
D
L
D
LD
LD
LD
LD
LD
LD
LD LD LD LD LD LDLDLDLDLANDSCAPE BUFFER "B2"
LANDSCAPE BUFFER "B"
768
769
770
771
772
773
774
775 775
774
773
772
771
770
DETENTION
POND 34A
(SEE SHEET
D-5II)25'PROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA200'SETBACKPROPOSED
ARRAYS (TYP.)
PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
7' GAME FENCE
PROJECT AREA
RESERVED
FOR
ORCHARD
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.56 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.571 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.52 MATCHLINE - SEE SHEET C-4.53
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LD LD LD LD LD LD
LD LD
LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
L
D
LDLDLDLDLDLDLDLANDSCAPE BUFFER "B2"
759
760
775
771
77
2
773
77
4
776
760765
770759761762
763
764
766
767
768
769
771
772
770
775780769
771
772
77377477677777877976
3
76
4
76
5
76
6
76
7
76
7
76
6
76
5
76
4
76
3
773 771 769 767 765 763 761 759 752753754755756757758758757756755754753758759760761762763764764763762761760759758755756757758759760760759758757756755754753754755756757758759760760759758757756755760DETENTION
POND 28B
(SEE SHEET
D-5AA)
DETENTION
POND 28A
(SEE SHEET
D-5AA)
DETENTION
POND 28C
(SEE SHEET
D-5BB)
DETENTION
POND 28G
(SEE SHEET
D-5EE)
DETENTION
POND 33A
(SEE SHEET
D-5II)25'200'SETBACKPROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
PROJECT AREA
PROPOSED
ARRAYS (TYP.)
PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
EXISTING VEGETATION/TREE LINE
RESERVED
FOR
ORCHARD
18'
20'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.57 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.59 MATCHLINE - SEE SHEET C-4.581 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.53
MATCHLINE - SEE SHEET C-4.56MATCHLINE - SEE SHEET C-4.54
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 37
INV 32
787
788789
760765
770759761762
763
764
766
767
768
769
771
772
758760761762763764765766766765764763762761DETENTION
POND 30A
(SEE SHEET
D-5FF)
22'
INVERTER
SKID (TYP.)
INVERTER
SKID (TYP.)
GRAVEL ACCESS ROAD
7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
PROPOSED
ARRAYS (TYP.)
100'
SETB
A
C
K
PROJECT AREA777778779780781
782
783
78
3
7827817
8
0
779
778
777 784785773
774776775786787CSX RAILROADCSX RAILROADEXISTING VEGETATION/TREE LINE15'
12'
13'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.58 SITE & GRADING-MATCHLINE - SEE SHEET C-4.60
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.54
MATCHLINE - SEE SHEET C-4.57MATCHLINE - SEE SHEET C-4.55
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
LDLDLDLDLD
LD
LDLDL
D
LD
LD
LD
LANDSCAPE BUFFER "C2"
LANDSCAPE BUFFER "B2"
LANDSCAPE BUFFER "B2"757758759760760759758757756
755
770771772773DETENTION
POND 28A
(SEE SHEET
D-5AA)25'40'PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
PROJECT AREA
PROPOSED
ARRAYS (TYP.)200'SETBACKEXISTING VEGETATION/TREE LINE
EXISTING VEGETATION/TREE LINE 761764767770772774WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.59 SITE & GRADING PLAN-MATCHLINE - SEE SHEET C-4.601 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.57
4.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPLD
LD LDLDLD
LDLDLDLDLDL
D
L
D
L
D
L
D
LD
L
D
LD
LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDINV 33
LANDSCAPE BUFFER "B2"
LANDSCAPE BUFFER "C2"
774
773
772
757756755754753752751750749746746 747748749750751752755754753752751756757DETENTION
POND 30B
(SEE SHEET
D-5GG)40'200'SETBACK100'
SET
B
A
C
K
7' CHAIN
LINK FENCE22'200'
R
4
5
'R45'22'
GRAVEL ACCESS
ROAD
PROPOSED
ARRAYS (TYP.)
LEASED AREA
PROPOSED LIMIT
OF DISTURBANCE
7' GAME FENCE
PROPOSED LIMIT
OF DISTURBANCE
PROPOSED LIMIT
OF DISTURBANCE
PROJECT AREA787785784783
782
781780
779
778763761
760
762765766767 CSX RAILROADCSX RAILROADEXISTING VEGETATION/TREE LINE
EXISTING VEGETATION/TREE LINE
13'
16'
17'
WATER VALVE
UTILITIES LEGEND:
EXIST / PROPOSED
FIRE HYDRANT
WATER METER
FIRE DEPT. CONNECTION (FDC)
AIR RELEASE VALVE (ARV)
POST INDICATOR VALVE (PIV)
PLUG & BLOCK
REDUCER
MECHANICAL JOINT / BEND
EXISTING WATER MAIN
PROPOSED WATER MAIN / SERVICE
EXISTING GAS MAIN
PROPOSED GAS MAIN
SANITARY SEWER MANHOLE
SEWER CLEAN OUT
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING SEWER MAIN
PROPOSED SEWER MAIN / SERVICE
EXISTING STORM PIPE
PROPOSED STORM PIPE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERGROUND ELECTRIC
SS
W
G
JUNCTION BOX
UGE
Know what's below.
before you dig.Call
R BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_S
C-4.60 SITE & GRADING PLAN-1 inch = ft.
GRAPHIC SCALE
( IN FEET )
50
MATCHLINE - SEE SHEET C-4.58
MATCHLINE - SEE SHEET C-4.594.1 4.2 4.3
4.4 4.5 4.6
4.7 4.8 4.9 4.10
4.11 4.12 4.13 4.14
4.15 4.16 4.17 4.18
4.224.214.204.19
4.23 4.24 4.25 4.26
4.304.294.284.27
4.31 4.32 4.33
4.364.354.34
4.37 4.38
4.39
4.40 4.41
4.464.454.444.434.42
4.47 4.48 4.49 4.50 4.51
4.554.544.534.52
4.56 4.57 4.58
4.604.59
SHEET KEY
9.4'
22.1'
3.6'5.4'
4
.
4
'
21.7'2.1'4
.
9
'5.6'4.9'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'
4
.
7
'
5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'
T
T
T
TTT
RR
OHPOHPOHPOHPOHPOHP
OHPT
T
T
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
1000 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-5.0 PRE-DEVELOPMENT DRAINAGEAREASGRADING & STORM LEGEND:
EXIST / PROPOSED
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
LIMITS OF DISTURBANCE
EXISTING STORM PIPE
PROPOSED STORM PIPE
LD
JUNCTION BOX
TREE PROTECTION FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
TP TP
LD/TP LD/TP
D
S
T
EXISTING GAS METER
EXISTING GAS REGULATOR
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING CLEANOUT
EXISTING FIRE HYDRANT
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING BOLLARD
EXISTING POST INDICATOR VALVE
EXISTING SANITARY SEWER MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING ELECTRIC ACCESS
DELINEATION LINE
Tc FLOW PATH
C-5.1
C-5.2
C-5.3
9.4'
22.1'
3.6'5.4'
4
.
4
'
21.7'2.1'4
.
9
'5.6'4.9'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'
4
.
7
'
5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'OH
E
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-5.1 PRE-DEVELOPMENT DRAINAGEAREASMATCHLINE - SEE SHEET C-5.2
DA 18
DA 19
DA 19
OFFSITE
DA 18
OFFSITE
DA 16
Tc FLOW PATH
DA 16 OFFSITE
DA 1E OFFSITE
DA 8
DA 7
DA 6
DA 15
DA 1-1
DA 11
DA 12 DA 13
DA 11
OFFSITE
DA 9
DA 10
DA 1
OFFSITE 4
DA 1
OFFSITE 5
DA 1
OFFSITE 3
DA 1
OFFSITE 2
DA 1-2
DA 1
DA 2
DA 1 OFFSITE 1
DA 2-1
DA 2-2
Tc FLOW PATH
Tc FLOW PATH
Tc FLOW PATH
Tc FLOW PATH
Tc FLOW PATH
Tc FLOW PATH
GRADING & STORM LEGEND:
EXIST / PROPOSED
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
LIMITS OF DISTURBANCE
EXISTING STORM PIPE
PROPOSED STORM PIPE
LD
JUNCTION BOX
TREE PROTECTION FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
TP TP
LD/TP LD/TP
D
S
T
EXISTING GAS METER
EXISTING GAS REGULATOR
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING CLEANOUT
EXISTING FIRE HYDRANT
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING BOLLARD
EXISTING POST INDICATOR VALVE
EXISTING SANITARY SEWER MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING ELECTRIC ACCESS
DELINEATION LINE
Tc FLOW PATH
9.4'
22.1'
3.6'5.4'
4
.
4
'
21.7'2.1'4
.
9
'5.6'4.9'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'
4
.
7
'
5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'
T
T
RR
T
T
T
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-5.2 PRE-DEVELOPMENT DRAINAGEAREASDA 28
Tc FLOW PATH
DA 18
OFFSITE
DA 13
Tc FLOW PATH
Tc FLOW PATH
GRADING & STORM LEGEND:
EXIST / PROPOSED
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
LIMITS OF DISTURBANCE
EXISTING STORM PIPE
PROPOSED STORM PIPE
LD
JUNCTION BOX
TREE PROTECTION FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
TP TP
LD/TP LD/TP
D
S
T
EXISTING GAS METER
EXISTING GAS REGULATOR
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING CLEANOUT
EXISTING FIRE HYDRANT
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING BOLLARD
EXISTING POST INDICATOR VALVE
EXISTING SANITARY SEWER MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING ELECTRIC ACCESS
DELINEATION LINE
Tc FLOW PATH
MATCHLINE - SEE SHEET C-5.1
MATCHLINE - SEE SHEET C-5.3
DA 18
DA 19
DA 19
OFFSITE
DA
20
DA 16
DA 12
DA 11
DA 11
OFFSITE
DA 1-1
DA 27
DA 24
DA 25
DA 27
OFFSITE
1
DA 27
OFFSITE 2
DA 28 OFFSITE 1
DA 23
DA 39
OFFSITE
DA 39
DA 37
DA 36 DA 28
OFFSITE
2
DA 40
OFFSITE
T
RR
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-5.3 PRE-DEVELOPMENT DRAINAGEAREASDA 28
Tc FLOW PATH
GRADING & STORM LEGEND:
EXIST / PROPOSED
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
LIMITS OF DISTURBANCE
EXISTING STORM PIPE
PROPOSED STORM PIPE
LD
JUNCTION BOX
TREE PROTECTION FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
TP TP
LD/TP LD/TP
D
S
T
EXISTING GAS METER
EXISTING GAS REGULATOR
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING CLEANOUT
EXISTING FIRE HYDRANT
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING BOLLARD
EXISTING POST INDICATOR VALVE
EXISTING SANITARY SEWER MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING ELECTRIC ACCESS
DELINEATION LINE
Tc FLOW PATH
MATCHLINE - SEE SHEET C-5.2
DA 27
DA 24
DA 25
DA 27
OFFSITE
1
DA 27
OFFSITE 2
DA 28 OFFSITE 1
DA 23
DA 39
OFFSITE
DA 39
DA 37
DA 36 DA 28
OFFSITE
2
DA 30
DA 29
DA 31
DA 32
DA 33
DA 34
DA 35
DA 34
OFFSITE
9.4'
22.1'
3.6'5.4'4.
4
'
21.7'2.1'4.
9
'5.6'4.9'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'
4
.
7
'
5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'
T
T
T
TTT
RR
OHPOHPOHPOHPOHPOHP
OHPT
T
T0.00%1 inch = ft.
GRAPHIC SCALE
( IN FEET )
1000 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-6.0 POST-DEVELOPMENT DRAINAGEAREASGRADING & STORM LEGEND:
EXIST / PROPOSED
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
LIMITS OF DISTURBANCE
EXISTING STORM PIPE
PROPOSED STORM PIPE
LD
JUNCTION BOX
TREE PROTECTION FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
TP TP
LD/TP LD/TP
D
S
T
EXISTING GAS METER
EXISTING GAS REGULATOR
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING CLEANOUT
EXISTING FIRE HYDRANT
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING BOLLARD
EXISTING POST INDICATOR VALVE
EXISTING SANITARY SEWER MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING ELECTRIC ACCESS
DELINEATION LINE
Tc FLOW PATH
DA 18B
C-6.1
C-6.2
C-6.3
9.4'
22.1'
3.6'5.4'
4
.
4
'
21.7'2.1'4
.
9
'5.6'4.9'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'
4
.
7
'
5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'OH
E
0.00%1 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-6.1 POST-DEVELOPMENT DRAINAGEAREASMATCHLINE - SEE SHEET C-6.2
DA
18A
DA 19
DA 19
OFFSITE
DA
16A
Tc FLOW PATH
DA 16 OFFSITE
DA 1E OFFSITE
DA 8A
DA 7B
DA 6B
DA 15
DA
1-1B
DA
11C
DA 12B DA 13A
DA 11
OFFSITE
DA 9
DA 10
DA 1
OFFSITE 4
DA 1
OFFSITE 5
DA 1
OFFSITE 3
DA 1
OFFSITE 2
DA 1-2
DA 1O
DA 2B
DA 1 OFFSITE 1
DA
2-1B
DA 2-2
Tc FLOW PATH
Tc FLOW PATH
Tc FLOW PATH
Tc FLOW PATH
Tc FLOW PATH
Tc FLOW PATH
GRADING & STORM LEGEND:
EXIST / PROPOSED
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
LIMITS OF DISTURBANCE
EXISTING STORM PIPE
PROPOSED STORM PIPE
LD
JUNCTION BOX
TREE PROTECTION FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
TP TP
LD/TP LD/TP
D
S
T
EXISTING GAS METER
EXISTING GAS REGULATOR
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING CLEANOUT
EXISTING FIRE HYDRANT
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING BOLLARD
EXISTING POST INDICATOR VALVE
EXISTING SANITARY SEWER MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING ELECTRIC ACCESS
DELINEATION LINE
Tc FLOW PATH
DA 7A
DA 7C
DA 6A
DA 1K
DA 8B
DA
1-1A
DA
1-1C
DA 1-3A
DA 1-3B
DA
1-1J
DA 1I
DA
1H
DA
1G
DA
1F
DA
1E
DA 1M
DA 1L
DA 2A
DA 2-1A
DA 1A
DA 1B
DA 1C
DA 1D
DA 1 OFFSITE 6
DA 11A
DA 11B
DA 12A
DA 13B
DA 16B
DA 16C
DA 18A OFFSITE
DA 18B
DA 18C OFFSITE
DA 18B OFFSITE
DA 1 OFFSITE 1
TO DA 1N
DA 1N
9.4'
22.1'
3.6'5.4'
4
.
4
'
21.7'2.1'4.9
'5.6'4.9'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'
4
.
7
'
5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'
T
T
RR
T
T
T0.00%1 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_DD
C-6.2 POST-DEVELOPMENT DRAINAGEAREASMATCHLINE - SEE SHEET C-6.1
DA
18A
DA
19A
DA
16A
DA
11C
DA 12B DA 13A
DA 11
OFFSITE
Tc FLOW PATH
Tc FLOW PATH
GRADING & STORM LEGEND:
EXIST / PROPOSED
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
LIMITS OF DISTURBANCE
EXISTING STORM PIPE
PROPOSED STORM PIPE
LD
JUNCTION BOX
TREE PROTECTION FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
TP TP
LD/TP LD/TP
D
S
T
EXISTING GAS METER
EXISTING GAS REGULATOR
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING CLEANOUT
EXISTING FIRE HYDRANT
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING BOLLARD
EXISTING POST INDICATOR VALVE
EXISTING SANITARY SEWER MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING ELECTRIC ACCESS
DELINEATION LINE
Tc FLOW PATH
DA 11A
DA 11B
DA 12A
DA 13B
DA 16B
DA 18A OFFSITE
DA 18B
DA 18C OFFSITE
DA 18B OFFSITE
DA
18C
DA 19A OFFSITE TO POND
DA 19B
DA 19B OFFSITE TO POND
DA 20DA 40
OFFSITE
DA 39
OFFSITE
MATCHLINE - SEE SHEET C-6.3
DA 27
OFFSITE
1
DA 27
OFFSITE 2
DA 28
OFFSITE1
DA 28E
DA 27D
DA 27C
DA 24
DA 25A DA 25C
DA 27B
DA 27E
DA 27A
DA 23A
DA 23B
DA 28F
DA
39A
DA
37A
DA
36
DA 28
OFFSITE 2
DA 34 OFFSITE
DA 37B
DA 39B
T
RR
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_DD
C-6.3 POST-DEVELOPMENT DRAINAGEAREASGRADING & STORM LEGEND:
EXIST / PROPOSED
LIMITS OF DISTURBANCE &
TREE PROTECTION FENCE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
LIMITS OF DISTURBANCE
EXISTING STORM PIPE
PROPOSED STORM PIPE
LD
JUNCTION BOX
TREE PROTECTION FENCE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
TP TP
LD/TP LD/TP
D
S
T
EXISTING GAS METER
EXISTING GAS REGULATOR
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING CLEANOUT
EXISTING FIRE HYDRANT
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING BOLLARD
EXISTING POST INDICATOR VALVE
EXISTING SANITARY SEWER MANHOLE
EXISTING TELEPHONE PEDESTAL
EXISTING ELECTRIC ACCESS
DELINEATION LINE
Tc FLOW PATH
DA 39
OFFSITE
MATCHLINE - SEE SHEET C-6.2
DA 27
OFFSITE
1
DA 27
OFFSITE 2
DA 28
OFFSITE1
DA 28E
DA 27D
DA 27C
DA 24
DA 25A DA 25C
DA 27B
DA 27E
DA 27A
DA 23A
DA 23B
DA 28F
DA
39A
DA
37A
DA
36
DA 28
OFFSITE 2
DA 34 OFFSITE
DA 37B
DA 39B
DA
28C
DA
28B
DA 28A
DA 29A
DA 29B
DA 30A
DA 30B
DA 30C
DA 31A
DA 31B
DA 32A
DA 32B
DA
28HDA 33A
DA 33B
DA 34A
DA 34B
DA 35
DA 28G
9.4'
22.1'
3.6'5.4'4.
4
'
21.7'2.1'4.9
'5.6'4.9'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'
4
.
7
'
5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'
T
T
T
TTT
RR
OHPOHPOHPOHPOHPOHP
OHPT
T
T
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
1000 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-7.0 PRE-DEVELOPMENT LANDCOVERC-7.1
C-7.2
C-7.3
9.4'
22.1'
3.6'5.4'
4
.
4
'
21.7'2.1'4
.
9
'5.6'4.9'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'
4
.
7
'
5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'OH
E
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-7.1 PRE-DEVELOPMENT LANDCOVERMATCHLINE - SEE SHEET C-7.2
DA 18
DA 19
DA 19
OFFSITE
DA 18
OFFSITE
DA 16
DA 16 OFFSITE
DA 1E OFFSITE
DA 8
DA 7
DA 6
DA 15
DA 1-1
DA 11
DA 12 DA 13
DA 11
OFFSITE
DA 9
DA 10
DA 1
OFFSITE 4
DA 1
OFFSITE 5
DA 1
OFFSITE 3
DA 1
OFFSITE 2
DA 1-2
DA 1
DA 2
DA 1 OFFSITE 1
DA 2-1
DA 2-2
Tc FLOW PATH
LANDCOVER KEY
IMPERVIOUS
GRAVEL (B SOIL)
GRAVEL (C SOIL)
GRAVEL (D SOIL)
WOODS (B SOIL)
WOODS (C SOIL)
WOODS (D SOIL)
MEADOW (B SOIL)
MEADOW (C SOIL)
MEADOW (D SOIL)
ROW CROPS (B SOIL)
ROW CROPS (C SOIL)
ROW CROPS (D SOIL)
ORCHARD (B SOIL)
ORCHARD (C SOIL)
ORCHARD (D SOIL)
9.4'
22.1'
3.6'5.4'
4
.
4
'
21.7'2.1'4
.
9
'5.6'4.9'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'
4
.
7
'
5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'
T
T
RR
T
T
T
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-7.2 PRE-DEVELOPMENT LANDCOVERDA 28
DA 18
OFFSITE
DA 13
Tc FLOW PATH
MATCHLINE - SEE SHEET C-7.1
MATCHLINE - SEE SHEET C-7.3
DA 18
DA 19
DA 19
OFFSITE
DA
20
DA 16
DA 12
DA 11
DA 11
OFFSITE
DA 1-1
DA 27
DA 24
DA 25
DA 27
OFFSITE
1
DA 27
OFFSITE 2
DA 28 OFFSITE 1
DA 23
DA 39
OFFSITE
DA 39
DA 37
DA 36 DA 28
OFFSITE
2
DA 40
OFFSITE
LANDCOVER KEY
IMPERVIOUS
GRAVEL (B SOIL)
GRAVEL (C SOIL)
GRAVEL (D SOIL)
WOODS (B SOIL)
WOODS (C SOIL)
WOODS (D SOIL)
MEADOW (B SOIL)
MEADOW (C SOIL)
MEADOW (D SOIL)
ROW CROPS (B SOIL)
ROW CROPS (C SOIL)
ROW CROPS (D SOIL)
ORCHARD (B SOIL)
ORCHARD (C SOIL)
ORCHARD (D SOIL)
T
RR
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-7.3 PRE-DEVELOPMENT LANDCOVERDA 28
MATCHLINE - SEE SHEET C-7.2
DA 27
DA 24
DA 25
DA 27
OFFSITE
1
DA 27
OFFSITE 2
DA 28 OFFSITE 1
DA 23
DA 39
OFFSITE
DA 39
DA 37
DA 36 DA 28
OFFSITE
2
DA 30
DA 29
DA 31
DA 32
DA 33
DA 34
DA 35
DA 34
OFFSITE
LANDCOVER KEY
IMPERVIOUS
GRAVEL (B SOIL)
GRAVEL (C SOIL)
GRAVEL (D SOIL)
WOODS (B SOIL)
WOODS (C SOIL)
WOODS (D SOIL)
MEADOW (B SOIL)
MEADOW (C SOIL)
MEADOW (D SOIL)
ROW CROPS (B SOIL)
ROW CROPS (C SOIL)
ROW CROPS (D SOIL)
ORCHARD (B SOIL)
ORCHARD (C SOIL)
ORCHARD (D SOIL)
BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_DD
C-7.4 PRE-DEVELOPMENT LANDCOVER
9.4'
22.1'3.6'5.4'4.
4
'
21.7'2.1'4.
9
'5.6'4.9'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'
4
.
7
'
5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'
T
T
T
TTT
RR
OHPOHPOHPOHPOHPOHP
OHPT
T
T
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
1000 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-8.0 POST-DEVELOPMENT LAND COVERC-8.1
C-8.2
C-8.3
9.4'
22.1'
3.6'5.4'
4
.
4
'
21.7'2.1'4
.
9
'5.6'4.9'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'
4
.
7
'
5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'OH
E
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-8.1 POST-DEVELOPMENT LAND COVERMATCHLINE - SEE SHEET C-8.2
DA
18A
DA 19
DA 19
OFFSITE
DA
16A
Tc FLOW PATH
DA 16 OFFSITE
DA 1E OFFSITE
DA 8A
DA 7B
DA 6B
DA 15
DA
1-1B
DA
11C
DA 12B DA 13A
DA 11
OFFSITE
DA 9
DA 10
DA 1
OFFSITE 4
DA 1
OFFSITE 5
DA 1
OFFSITE 3
DA 1
OFFSITE 2
DA 1-2
DA 1O
DA 2B
DA 1 OFFSITE 1
DA
2-1B
DA 2-2
Tc FLOW PATH
Tc FLOW PATH
DA 7A
DA 7C
DA 6A
DA 1K
DA 8B
DA
1-1A
DA
1-1C
DA 1-3A
DA 1-3B
DA
1-1J
DA 1I
DA
1H
DA
1G
DA
1F
DA
1E
DA 1M
DA 1L
DA 2A
DA 2-1A
DA 1A
DA 1B
DA 1C
DA 1D
DA 1 OFFSITE 6
DA 11A
DA 11B
DA 12A
DA 13B
DA 16B
DA 16C
DA 18A OFFSITE
DA 18B
DA 18C OFFSITE
DA 18B OFFSITE
DA 1 OFFSITE 1
TO DA 1N
DA 1N
LANDCOVER KEY
IMPERVIOUS
GRAVEL (B SOIL)
GRAVEL (C SOIL)
GRAVEL (D SOIL)
WOODS (B SOIL)
WOODS (C SOIL)
WOODS (D SOIL)
MEADOW (B SOIL)
MEADOW (C SOIL)
MEADOW (D SOIL)
ROW CROPS (B SOIL)
ROW CROPS (C SOIL)
ROW CROPS (D SOIL)
ORCHARD (B SOIL)
ORCHARD (C SOIL)
ORCHARD (D SOIL)
9.4'
22.1'
3.6'5.4'
4
.
4
'
21.7'2.1'4.9
'5.6'4.9'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'
4
.
7
'
5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'
T
T
RR
T
T
T
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_DD
C-8.2 POST-DEVELOPMENT DRAINAGEAREASMATCHLINE - SEE SHEET C-8.1
DA
18A
DA
19A
DA
16A
DA
11C
DA 12B DA 13A
DA 11
OFFSITE
Tc FLOW PATH
Tc FLOW PATH
DA 11A
DA 11B
DA 12A
DA 13B
DA 16B
DA 18A OFFSITE
DA 18B
DA 18C OFFSITE
DA 18B OFFSITE
DA
18C
DA 19A OFFSITE TO POND
DA 19B
DA 19B OFFSITE TO POND
DA 20DA 40
OFFSITE
DA 39
OFFSITE
MATCHLINE - SEE SHEET C-8.3
DA 27
OFFSITE
1
DA 27
OFFSITE 2
DA 28
OFFSITE1
DA 28E
DA 27D
DA 27C
DA 24
DA 25A DA 25C
DA 27B
DA 27E
DA 27A
DA 23A
DA 23B
DA 28F
DA
39A
DA
37A
DA
36
DA 28
OFFSITE 2
DA 34 OFFSITE
DA 37B
DA 39B
LANDCOVER KEY
IMPERVIOUS
GRAVEL (B SOIL)
GRAVEL (C SOIL)
GRAVEL (D SOIL)
WOODS (B SOIL)
WOODS (C SOIL)
WOODS (D SOIL)
MEADOW (B SOIL)
MEADOW (C SOIL)
MEADOW (D SOIL)
ROW CROPS (B SOIL)
ROW CROPS (C SOIL)
ROW CROPS (D SOIL)
ORCHARD (B SOIL)
ORCHARD (C SOIL)
ORCHARD (D SOIL)
T
RR
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_DD
C-8.3 POST-DEVELOPMENT LAND COVERDA 39
OFFSITE
MATCHLINE - SEE SHEET C-8.2
DA 27
OFFSITE
1
DA 27
OFFSITE 2
DA 28
OFFSITE1
DA 28E
DA 27D
DA 27C
DA 24
DA 25A DA 25C
DA 27B
DA 27E
DA 27A
DA 23A
DA 23B
DA 28F
DA
39A
DA
37A
DA
36
DA 28
OFFSITE 2
DA 34 OFFSITE
DA 37B
DA 39B
DA
28C
DA
28B
DA 28A
DA 29A
DA 29B
DA 30A
DA 30B
DA 30C
DA 31A
DA 31B
DA 32A
DA 32B
DA
28HDA 33A
DA 33B
DA 34A
DA 34B
DA 35
DA 28G
LANDCOVER KEY
IMPERVIOUS
GRAVEL (B SOIL)
GRAVEL (C SOIL)
GRAVEL (D SOIL)
WOODS (B SOIL)
WOODS (C SOIL)
WOODS (D SOIL)
MEADOW (B SOIL)
MEADOW (C SOIL)
MEADOW (D SOIL)
ROW CROPS (B SOIL)
ROW CROPS (C SOIL)
ROW CROPS (D SOIL)
ORCHARD (B SOIL)
ORCHARD (C SOIL)
ORCHARD (D SOIL)
BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_DD
C-8.4 POST-DEVELOPMENT LAND COVER
9.4'
22.1'
3.6'5.4'4.
4
'
21.7'2.1'4
.9
'5.6'4.9'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'
4.
7
'
5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'
T
T
T
TTT
RR
OHPOHPOHPOHPOHPOHP
OHP
T
T
T
INV 9
INV 10
INV 11
INV 14
INV 15
INV 12
INV 13
INV 16
INV 17
INV 20
INV 3
INV 4
INV 5
INV 6
INV 34
INV 35
INV 29
INV 30
INV 31
INV 36
INV 37
INV 32
INV 33
INV 38
INV 39
INV40
INV 41
DC
AC
INV 21
INV 25
INV 24
INV 22
INV 8INV 7
INV 27
INV 28
INV 26
INV 23
INV 1
INV 2
INV 19
INV 18
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
1000 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-9.0 WATER QUALITY DESIGNATIONSC-9.1
C-9.3
WATER QUALITY KEY
C-9.2
9.4'
22.1'
3.6'5.4'
4
.
4
'
21.7'2.1'4.9
'5.6'4.9'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'
4
.
7
'
5.3'14.6'32.1'29.5'9.0'9.0'9.4'10.7'8.6'10.7'8.6'
T
TT T
OH
E
INV 9
INV 10
INV 11
INV 14
INV 15
INV 12
INV 13
INV 16
INV 17
INV 3
INV 4
INV 5
INV 6
DC
AC
INV 8INV 7
INV 1
INV 2
INV 18
L597
L596L595 L594 L593 L592
L591
L590
L589
L588
L587L586L585L584
L583
L582
L581L580
L579L578
L577
L576
L575
L574
L573
L572L571
L570
L569
L568
C
6
C
7
L
5
6
7
L
5
6
6
L5
6
5
C8L564 L563L562 L561L560L559L558L557
L556
L55
5
L554L553L552
L551
L550L549
L548L547
L546L545L54
4
L543L542L541 L540
L539
L538
L537L536L535L534L533L532 L531 L530L529L528 L527L526L525 L524 L523L522 L521
L
5
2
0
L519L518L517L516
L515L514L513L512L511
L510L509L508L507L506
L505
L504
L503 L502L501
L500L499L4
9
8
L497L496
L495
L494L493L492L491L490
L489L48
8
L487
L486
L485
L484
L483
L482
L481
L480
L479
L478
L477L476
L
4
7
5
L474
L473L472
L
4
7
1
L470
L469
L468
L467
L466
L465
L464
L
4
6
3L462L461
L460
L459
L458L457L456
L455L454L453 L452
L451
L450
L449L448
L447
L446L445
L444
L443
L442L441
L440
L439
L438
L437
L436L435
L434
L433
L432L431
L430
L429 L428 L427L426 L425L424
L423L422
L359
L358L357C9 L35
6 L355L354L353L352L351 L350 L349L348 L347 L346
L345L344L343L342L341L340
L339L338L33
7
L
3
3
6
L335L334
L33
1L330L32
9
L328
L32
7L326L325 L324L32
3
L322 L321L320L319 L318
L317 L316
L315
L31
4
L313L31
2
L311
L3101 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-9.1 WATER QUALITY DESIGNATIONSFOREST/OPENSPACE KEY
F/OS (B SOIL)
F/OS (C SOIL)
F/OS (D SOIL)
WATER QUALITY NOTES
IN ACCORDANCE WITH THE VIRGINIA RUNOFF
REDUCTION METHOD, WATER QUALITY COMPLIANCE IS
BEING MET WITH ON-SITE FOREST/OPEN SPACE, AS
WELL AS THROUGH THE PURCHASE OF REMAIN TP
LOAD REDUCTION. THE REMAINING REDUCTION WILL
BE MET THROUGH THE PURCHASE OF NUTRIENT
CREDITS.
THIS FOREST/OPEN SPACE SHALL BE INCORPORATED
INTO A DEEDED OPERATION AND MAINTENANCE
AGREEMENT FOR THE LIFE OF THE PROJECT. THIS
AREA SHALL BE LEFT IN A NATURAL VEGETATIVE
STATE FOR THE LIFE OF THE PROJECT, BUT CAN BE
BUSH HOGGED NO MORE THAN FOUR TIMES PER
YEAR. THIS AREA SHOULD NOT BE DISTURBED DURING
CONSTRUCTION. METES AND BOUNDS FOR THE
FOREST/OPEN SPACE AREA ARE SHOWN ON SHEET
C-9.3.
WHEN THE LIFE CYCLE OF THE FACILITY IS OVER AND
DECOMMISSIONING IS COMMENCED, THE LANDCOVER
SHALL BE RETURNED TO THE PRE-DEVELOPMENT
CONDITION.
9.4'
10.0'27.4'9.3'1.2'5.0'
5.2'
4.2'4.7
'
5.3'14.6'32.1'9.0'T
T
RR OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHPOHP
OHP
OHPOHP
T
T
T
INV 12
INV 13
INV 16
INV 17
INV 20
INV 34
INV 35
INV 29
INV 30
INV 36
INV 39
INV40
INV 41
DC
AC
INV 21
INV 25
INV 24
INV 22
INV 27
INV 28
INV 26
INV 23
INV 19
INV 18
L655
L654 L65
3
L652L651
L650 L649L64
8
C5L64
7
L64
6
L64
5
L644L643L642
L641
L640
L639
L638
L637L6
3
6
L635
L634
L633
L632
L631
L630L629
L628L627
L626
L625
L624
L623
L622
L621
L620
L619
L618
L617
L616
L61
5
L614
L613 L612 L611
L610
L6
0
9
L6
0
8L607L606 L605L604L603L602L601
L600L599
L598L335L334
L3
3
3
L332
L33
1L330L32
9
L328
L32
7L326
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-9.1 WATER QUALITY DESIGNATIONSFOREST/OPENSPACE KEY
F/OS (B SOIL)
F/OS (C SOIL)
F/OS (D SOIL)
WATER QUALITY NOTES
IN ACCORDANCE WITH THE VIRGINIA RUNOFF REDUCTION METHOD, WATER QUALITY
COMPLIANCE IS BEING MET WITH ON-SITE FOREST/OPEN SPACE, AS WELL AS THROUGH THE
PURCHASE OF REMAIN TP LOAD REDUCTION. THE REMAINING REDUCTION WILL BE MET
THROUGH THE PURCHASE OF NUTRIENT CREDITS.
THIS FOREST/OPEN SPACE SHALL BE INCORPORATED INTO A DEEDED OPERATION AND
MAINTENANCE AGREEMENT FOR THE LIFE OF THE PROJECT. THIS AREA SHALL BE LEFT IN A
NATURAL VEGETATIVE STATE FOR THE LIFE OF THE PROJECT, BUT CAN BE BUSH HOGGED NO
MORE THAN FOUR TIMES PER YEAR. THIS AREA SHOULD NOT BE DISTURBED DURING
CONSTRUCTION. METES AND BOUNDS FOR THE FOREST/OPEN SPACE AREA ARE SHOWN ON
SHEET C-9.3.
WHEN THE LIFE CYCLE OF THE FACILITY IS OVER AND DECOMMISSIONING IS COMMENCED, THE
LANDCOVER SHALL BE RETURNED TO THE PRE-DEVELOPMENT CONDITION.
T
RR OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHP
OHPOHPOHP
OHPOHP
INV 34
INV 35
INV 29
INV 30
INV 31
INV 36
INV 37
INV 32
INV 33
INV 38
INV 39
INV40
INV 41
INV 27
INV 28
INV 26 L637L6
3
6
L635
L634
L633
L632
L631
L630L629
L628L627
L626
L625
L624
L623
L622
L621
L620
L619
L618
L617
L616
L61
5
L614
L613 L612 L611
L610
L60
9
L6
0
8L607L606 L605L604L603L602L601
L600L599
L598L4
2
1
L420
L419
L418
L417
L416
L415
L414
L413L412L411
L410
L409
L408
L407
L406
L405
L404
L403L402
L401L400L399
L398
L397L396
L395L394L393L392
L391
L390
L389
L388
L387L386L385
L384
L383L382L381
L380
L379L378L377L376
L375
L374
L373L372L371
L370
L369
L3
6
8L367L366L365L364L363L362
L3
6
1
L360
1 inch = ft.
GRAPHIC SCALE
( IN FEET )
400 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_DD
C-9.3 WATER QUALITY DESIGNATIONSFOREST/OPENSPACE KEY
F/OS (B SOIL)
F/OS (C SOIL)
F/OS (D SOIL)
WATER QUALITY NOTES
IN ACCORDANCE WITH THE VIRGINIA RUNOFF REDUCTION METHOD,
WATER QUALITY COMPLIANCE IS BEING MET WITH ON-SITE FOREST/OPEN
SPACE, AS WELL AS THROUGH THE PURCHASE OF REMAIN TP LOAD
REDUCTION. THE REMAINING REDUCTION WILL BE MET THROUGH THE
PURCHASE OF NUTRIENT CREDITS.
THIS FOREST/OPEN SPACE SHALL BE INCORPORATED INTO A DEEDED
OPERATION AND MAINTENANCE AGREEMENT FOR THE LIFE OF THE
PROJECT. THIS AREA SHALL BE LEFT IN A NATURAL VEGETATIVE STATE
FOR THE LIFE OF THE PROJECT, BUT CAN BE BUSH HOGGED NO MORE
THAN FOUR TIMES PER YEAR. THIS AREA SHOULD NOT BE DISTURBED
DURING CONSTRUCTION. METES AND BOUNDS FOR THE FOREST/OPEN
SPACE AREA ARE SHOWN ON SHEET C-9.3.
WHEN THE LIFE CYCLE OF THE FACILITY IS OVER AND DECOMMISSIONING
IS COMMENCED, THE LANDCOVER SHALL BE RETURNED TO THE
PRE-DEVELOPMENT CONDITION.
Parcel Table
Line #/Curve #
L638
L639
L640
L641
L642
L643
L644
L645
L646
L647
C5
L648
L649
L650
L651
L652
L653
L654
L655
L598
L599
L600
L601
L602
L603
L604
Length
63.623
161.444
80.098
0.525
125.778
18.590
242.672
107.945
1254.160
110.541
231.593
865.965
496.440
291.709
297.428
487.824
200.092
213.912
16.126
245.670
130.406
658.101
126.951
24.157
571.062
33.003
Direction/Delta
S37° 37' 57.29"W
N63° 44' 11.27"W
N71° 16' 16.51"W
N70° 11' 01.22"W
N70° 11' 01.22"W
N73° 49' 11.69"W
S28° 24' 02.65"W
N67° 41' 34.74"W
N67° 41' 34.74"W
N67° 41' 34.74"W
0.6209
S69° 50' 53.63"E
N16° 56' 57.20"E
S71° 06' 58.06"E
S71° 06' 58.06"E
S18° 10' 31.23"W
S70° 06' 22.41"E
S70° 06' 22.41"E
S47° 21' 07.83"W
S24° 04' 40.20"W
S24° 04' 40.20"W
N73° 28' 20.34"W
N73° 28' 20.34"W
N19° 52' 23.37"W
N18° 41' 11.20"E
N24° 57' 04.98"W
Radius
21372.110
Parcel Table
Line #/Curve #
L605
L606
L607
L608
L609
L610
L611
L612
L613
L614
L615
L616
L617
L618
L619
L620
L621
L622
L623
L624
L625
L626
L627
L628
L629
L630
Length
160.453
214.928
485.677
224.373
480.868
81.545
14.131
83.613
5.486
148.857
303.134
151.280
95.430
100.470
126.203
120.999
51.214
30.386
36.372
49.215
72.562
29.958
79.904
161.867
164.449
317.135
Direction/Delta
N19° 20' 57.04"E
N19° 20' 57.04"E
N19° 20' 57.04"E
N64° 16' 38.68"W
N64° 16' 38.68"W
N64° 16' 38.68"W
N62° 37' 31.90"E
S71° 53' 24.37"E
S71° 53' 24.37"E
S65° 12' 58.38"E
S66° 20' 33.55"E
S66° 20' 33.55"E
S84° 15' 25.94"E
S26° 30' 03.43"E
S22° 27' 00.63"E
S12° 07' 17.67"E
S10° 39' 35.01"W
S15° 41' 24.98"E
S36° 55' 49.51"E
S7° 57' 18.27"E
S54° 11' 09.07"W
S45° 27' 22.22"W
S30° 17' 49.51"W
S5° 24' 54.95"W
S82° 44' 47.73"W
S8° 06' 15.28"W
Radius
Parcel Table
Line #/Curve #
L631
L632
L633
L634
L635
L636
L637
L570
L571
L572
L573
L574
L575
L576
L577
L578
L579
L580
L581
L582
L583
L584
L585
L586
L587
L588
Length
73.136
167.603
75.684
218.874
13.468
162.946
57.023
109.256
82.036
95.899
35.696
47.701
74.656
50.563
102.101
132.753
49.730
40.306
24.562
157.758
24.135
72.573
218.803
57.904
53.709
27.791
Direction/Delta
S32° 03' 18.33"E
N86° 23' 34.46"E
N86° 23' 34.46"E
S75° 14' 56.88"E
S75° 14' 56.88"E
S59° 10' 31.65"E
S24° 04' 40.20"W
N53° 50' 19.41"W
N75° 29' 41.77"W
S87° 37' 57.45"W
S16° 20' 02.21"E
S0° 51' 55.19"E
S19° 32' 52.86"W
S9° 27' 17.18"W
N83° 59' 28.42"W
N86° 19' 52.96"W
N74° 14' 53.79"W
N72° 45' 14.89"W
S57° 01' 13.21"W
S87° 59' 07.73"W
N88° 59' 26.72"W
S34° 41' 16.71"W
N6° 31' 49.59"W
N6° 31' 49.59"W
S48° 11' 59.61"E
N56° 59' 39.61"E
Radius
Parcel Table
Line #/Curve #
L589
L590
L591
L592
L593
L594
L595
L596
L597
L434
L435
L436
L437
L438
L439
L440
L441
L442
L443
L444
L445
L446
L447
L448
L449
L450
Length
35.071
83.865
107.672
215.873
56.520
347.166
65.313
247.478
72.156
2.863
118.900
81.913
146.214
63.727
34.599
144.005
110.827
44.963
166.317
117.938
91.697
376.986
74.789
47.099
21.641
4.691
Direction/Delta
S86° 55' 50.53"E
N76° 32' 37.76"E
N89° 16' 39.85"E
N59° 34' 02.71"E
S86° 02' 30.80"E
S86° 05' 19.06"E
N83° 50' 02.61"E
S0° 01' 19.75"E
N56° 13' 29.21"W
S64° 38' 08.67"W
S64° 38' 08.67"W
S47° 54' 31.34"E
S14° 53' 28.56"W
S15° 04' 21.97"E
S16° 10' 02.65"E
S25° 03' 46.42"W
N63° 15' 09.38"W
S81° 15' 41.37"W
S17° 44' 37.75"W
S19° 43' 14.41"W
S3° 31' 47.65"W
S22° 31' 48.66"W
S77° 24' 36.24"W
N89° 44' 44.98"W
N67° 25' 00.31"W
N18° 56' 05.19"E
Radius
Parcel Table
Line #/Curve #
L451
L452
L453
L454
L455
L456
L457
L458
L459
L460
L461
L462
L463
L464
L465
L466
L467
L468
L469
L470
L471
L472
L473
L474
L475
L476
Length
72.196
20.739
171.143
161.964
61.826
68.332
155.559
59.018
65.045
71.436
40.860
272.626
42.448
62.962
85.072
60.094
130.293
93.819
54.266
99.706
71.479
187.409
89.304
59.437
561.405
506.400
Direction/Delta
N67° 09' 49.22"W
N49° 44' 58.99"E
N42° 27' 17.05"E
N27° 54' 09.72"E
N0° 07' 55.40"E
N64° 23' 32.92"W
N4° 05' 19.85"W
N0° 52' 33.09"E
N78° 57' 06.47"E
S75° 46' 21.94"E
N60° 58' 05.96"E
N9° 56' 24.59"E
N36° 31' 05.16"W
N72° 34' 07.64"W
N26° 59' 02.55"W
N1° 30' 38.91"W
N64° 30' 37.47"E
N68° 55' 17.56"E
N85° 12' 12.64"E
N58° 49' 47.42"E
N47° 42' 45.04"W
N41° 04' 38.03"W
N31° 15' 54.16"W
N52° 08' 25.05"W
N37° 38' 04.92"W
S89° 54' 15.89"W
Radius
Parcel Table
Line #/Curve #
L477
L478
L479
L480
L481
L482
L483
L484
L485
L486
L487
L488
L489
L490
L491
L492
L493
L494
L495
L496
L497
L498
L499
L500
L501
L502
Length
45.849
74.053
358.086
77.310
91.934
70.475
67.251
61.130
146.157
45.072
58.865
68.649
115.268
128.180
70.476
120.721
261.132
277.771
50.368
21.674
74.128
209.632
126.130
173.489
295.607
245.015
Direction/Delta
S64° 35' 08.95"W
S62° 24' 20.34"W
S63° 15' 30.62"W
S72° 50' 58.43"W
S64° 35' 08.95"W
S56° 57' 28.08"W
S8° 51' 25.02"W
S1° 32' 51.45"W
S3° 05' 54.43"W
S12° 24' 30.56"W
S78° 30' 52.30"W
S53° 49' 39.10"W
S29° 28' 33.92"W
S18° 53' 37.67"W
S8° 19' 49.53"W
S23° 55' 38.88"E
S1° 02' 29.74"W
S19° 00' 23.73"E
S10° 44' 59.22"W
S47° 23' 34.83"W
S10° 40' 18.24"E
S60° 18' 04.84"E
S19° 08' 16.98"E
S0° 00' 00.00"E
S72° 26' 14.28"W
S30° 04' 07.91"W
Radius
Parcel Table
Line #/Curve #
L503
L504
L505
L506
L507
L508
L509
L510
L511
L512
L513
L514
L515
L516
L517
L518
L519
L520
L521
L522
L523
L524
L525
L526
L527
L528
Length
8.925
1.174
1.045
280.632
182.614
175.393
363.123
591.951
575.732
189.514
210.221
341.521
354.162
804.348
60.929
163.113
211.585
50.172
205.898
934.826
285.485
213.053
95.319
353.606
498.603
722.119
Direction/Delta
S6° 23' 35.78"E
S29° 59' 57.26"W
S48° 11' 59.61"E
S6° 23' 35.78"E
S12° 45' 05.71"E
S11° 28' 58.18"E
S0° 09' 35.20"W
S12° 15' 01.86"W
S89° 59' 59.30"W
N87° 32' 16.62"W
S73° 28' 08.13"W
S30° 49' 34.17"E
S0° 32' 10.88"E
S89° 50' 15.65"W
S0° 35' 26.80"W
S38° 50' 43.35"W
S0° 57' 51.76"E
S42° 33' 06.00"E
N78° 21' 39.23"E
N89° 57' 13.17"E
N15° 52' 12.06"E
N89° 57' 33.66"E
S76° 04' 10.48"E
N36° 38' 36.09"E
N4° 45' 26.23"E
N89° 36' 39.71"E
Radius
Parcel Table
Line #/Curve #
L529
L530
L531
L532
L533
L534
L535
L536
L537
L538
L539
L540
L541
L542
L543
L544
L545
L546
L547
L548
L549
L550
L551
L552
L553
L554
Length
375.921
301.156
171.197
238.650
169.288
151.340
156.096
91.058
74.368
149.979
47.287
277.184
118.523
320.122
2.159
239.293
1041.537
429.419
346.744
893.259
676.783
686.527
111.286
433.035
224.111
261.820
Direction/Delta
N5° 56' 24.63"E
N0° 41' 36.56"E
N89° 22' 39.96"E
N10° 01' 45.21"E
N14° 18' 28.07"E
N8° 11' 02.68"E
N0° 09' 45.46"W
N31° 20' 07.88"W
N87° 28' 21.56"W
N9° 44' 54.41"E
N19° 07' 22.48"E
N89° 44' 12.51"E
N45° 16' 33.99"E
N23° 11' 55.65"E
N18° 56' 05.19"E
S69° 22' 10.43"E
S22° 55' 58.95"W
S5° 21' 30.84"W
N83° 16' 45.17"W
S9° 05' 21.34"W
N83° 09' 55.22"W
S9° 10' 54.87"W
N79° 35' 16.02"W
S75° 26' 44.72"W
S3° 52' 57.70"W
S3° 52' 57.70"W
Radius
Parcel Table
Line #/Curve #
L555
L556
L557
L558
L559
L560
L561
L562
L563
L564
C8
L565
L566
L567
C7
C6
L568
L569
L422
L423
L424
L425
L426
L427
L428
L429
Length
399.966
667.020
522.627
688.290
97.000
568.689
2451.018
2009.552
1182.060
1922.158
77.183
492.450
306.499
151.182
133.430
187.868
64.736
62.432
49.954
558.396
287.294
506.345
208.428
344.344
162.004
319.900
Direction/Delta
S54° 34' 21.86"W
N82° 49' 14.40"W
S52° 09' 14.84"W
N28° 20' 24.16"W
N28° 20' 09.40"W
N25° 57' 31.64"W
N21° 04' 09.90"E
N64° 57' 37.08"E
N28° 15' 13.05"W
N64° 35' 08.95"E
21.5301
S37° 10' 33.05"E
S38° 18' 59.05"E
S38° 18' 59.05"E
11.1417
15.6874
S65° 08' 43.65"E
N88° 09' 52.79"W
N90° 00' 00.00"W
S0° 05' 18.81"W
N88° 33' 37.53"W
N1° 28' 18.73"W
N90° 00' 00.00"E
N0° 00' 00.00"E
N90° 00' 00.00"E
N90° 00' 00.00"E
Radius
205.400
686.159
686.160
Parcel Table
Line #/Curve #
L430
L431
L432
L433
L360
L361
L362
L363
L364
L365
L366
L367
L368
L369
L370
L371
L372
L373
L374
L375
L376
L377
L378
L379
L380
L381
Length
7.769
22.690
294.975
440.538
167.795
801.483
25.978
688.662
24.554
42.362
488.084
102.048
192.841
157.762
42.399
148.584
164.945
75.535
83.462
41.226
49.881
330.693
71.591
203.128
81.756
48.218
Direction/Delta
N90° 00' 00.00"E
S0° 26' 29.93"W
S18° 30' 22.50"E
N89° 36' 04.43"W
S56° 57' 02.75"E
S61° 03' 09.95"E
S22° 09' 40.83"W
S22° 09' 40.83"W
N15° 17' 15.30"E
N22° 03' 57.61"E
N15° 17' 15.30"E
N19° 40' 11.61"W
N61° 01' 46.53"W
S58° 16' 30.62"W
S75° 58' 02.69"W
N86° 06' 26.80"W
N88° 13' 40.60"W
N76° 15' 33.33"W
S77° 54' 38.62"W
S56° 00' 50.38"W
S3° 25' 48.58"E
S14° 09' 46.62"W
S29° 00' 40.39"E
S2° 54' 57.37"W
S2° 31' 00.14"W
S9° 04' 37.47"E
Radius
Parcel Table
Line #/Curve #
L382
L383
L384
L385
L386
L387
L388
L389
L390
L391
L392
L393
L394
L395
L396
L397
L398
L399
L400
L401
L402
L403
L404
L405
L406
L407
Length
88.655
220.379
21.809
19.081
36.792
23.183
50.525
42.843
20.326
68.853
101.750
142.179
123.745
44.473
24.993
25.180
43.882
73.674
86.553
122.884
56.278
68.063
26.021
13.979
51.375
40.499
Direction/Delta
S2° 57' 19.52"W
S5° 34' 03.35"W
N77° 50' 39.84"W
N77° 50' 39.84"W
N42° 13' 25.59"W
N8° 20' 26.08"W
N10° 59' 45.52"W
N49° 03' 52.57"W
N79° 24' 50.39"W
S77° 25' 15.49"W
N6° 35' 55.85"W
N3° 47' 36.61"E
N4° 33' 20.28"E
N13° 24' 36.54"E
N30° 45' 26.31"W
N10° 54' 56.83"W
N10° 54' 56.83"W
N0° 42' 36.61"E
N23° 35' 19.20"E
N5° 59' 42.18"E
N86° 33' 44.61"E
N1° 14' 17.27"W
N67° 19' 59.02"W
N67° 19' 59.02"W
N51° 48' 22.78"W
N11° 17' 03.40"E
Radius
Parcel Table
Line #/Curve #
L408
L409
L410
L411
L412
L413
L414
L415
L416
L417
L418
L419
L420
L421
L339
L340
L341
L342
L343
L344
L345
L346
L347
L348
L349
L350
Length
85.457
63.627
52.813
69.076
32.333
15.696
111.689
108.741
110.415
55.680
81.975
74.325
66.403
516.488
732.243
788.544
300.639
418.457
248.513
92.144
69.112
173.462
52.696
256.963
360.677
1274.171
Direction/Delta
N4° 06' 01.28"W
N1° 00' 17.91"W
N47° 20' 18.42"E
N40° 09' 49.02"E
N32° 36' 42.03"E
N15° 48' 16.29"E
N8° 50' 56.67"E
N17° 13' 12.36"W
N40° 46' 11.69"W
N62° 52' 20.23"W
N18° 45' 44.40"W
N9° 38' 46.42"E
N21° 08' 41.16"E
S56° 57' 02.75"E
S17° 37' 15.92"W
N83° 16' 45.17"W
N5° 21' 30.84"E
N22° 19' 53.00"E
S4° 15' 24.20"W
S5° 53' 54.87"W
S11° 00' 04.14"E
S89° 45' 06.13"E
N59° 37' 53.69"E
N85° 59' 36.73"E
N0° 34' 05.27"E
S89° 57' 57.49"E
Radius
Parcel Table
Line #/Curve #
L351
L352
L353
L354
L355
L356
C9
L357
L358
L359
L310
L311
L312
L313
L314
L315
L316
L317
L318
L319
L320
L321
L322
L323
L324
L325
Length
731.554
295.597
408.154
309.226
142.546
164.910
228.112
928.755
782.646
1061.786
1271.995
358.225
1428.801
797.070
413.192
381.740
85.186
44.204
156.591
185.898
383.712
113.640
214.265
327.646
1665.986
396.950
Direction/Delta
N2° 22' 27.97"W
N18° 30' 22.50"W
N0° 26' 29.93"E
S89° 59' 56.72"W
N0° 23' 39.96"W
N51° 55' 45.13"E
1.8408
S9° 27' 50.73"E
S5° 48' 13.17"E
N87° 39' 39.88"W
S18° 13' 32.93"W
S80° 27' 00.56"W
N67° 47' 59.44"W
S8° 09' 27.69"E
N66° 40' 39.01"W
N65° 08' 13.26"W
S77° 13' 48.80"E
S66° 07' 50.61"E
N71° 37' 49.44"E
S87° 45' 53.38"E
N2° 07' 09.67"E
N1° 26' 12.96"E
N61° 32' 39.98"E
S68° 57' 07.69"E
N17° 35' 42.34"E
N3° 02' 46.01"E
Radius
7100.000
Parcel Table
Line #/Curve #
L326
L327
L328
L329
L330
L331
L332
L333
L334
L335
L336
L337
L338
Length
608.511
521.520
53.274
561.251
105.374
387.272
156.649
110.046
1858.465
973.079
750.901
890.957
424.500
Direction/Delta
N21° 00' 20.78"E
N65° 41' 27.19"W
S68° 02' 25.87"W
N66° 35' 29.20"W
N11° 29' 42.25"W
N70° 15' 14.87"W
N77° 06' 49.74"W
N62° 06' 37.60"W
S77° 42' 46.65"E
S20° 58' 07.37"W
S41° 03' 57.63"E
S69° 15' 57.80"E
S19° 51' 49.20"W
Radius BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_DD
C-9.4 WATER QUALITY DESIGNATIONSFOREST/OPENSPACE METES AND BOUNDS
BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_DD
C-10.1 WATER QUANTITY SUMMARYWATER QUANTITY SUMMARY
LD LD LD
LD
LD
LD LD LD LD
LDLDLDLDLDLDLDLD799
802
799
802
802798
805 804
805
801
800
799
803 803803802801800799BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5A STORMWATER DETAILSPOND 1A3:1 SIDE
SLOPES
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
3:1 SIDE
SLOPES
DETENTION POND 1A CONVERSION
SCALE: 1"=30'
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
CONTRACTOR TO EXCAVATE POND DAM
TO PROMOTE POSITIVE DRAINAGE.
REUSE EXISTING STONE FROM
SPILLWAY FOR OUTLET PROTECTION
LD LD LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
797.
5
0
797.
5
0
797
796
795
794
793
792
797
796
795
794
793
792
8038
0
2
801 800 799 798 797 796 795 794 793 792
797.
5
0
797.
5
0
797 796 795
794 793 792 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5B STORMWATER DETAILSPOND 1BCONTRACTOR SHALL INSTALL 20' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 8' WIDE TO 28'
WIDE.
4' CIRCULAR
RISER (SEE DETAILS)
(1) ANTI-SEEP COLLAR
6.2' x 6.2'
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
INV=791.5'
CONTRACTOR SHALL INSTALL 4' WIDE,
18" DEEP VDOT CLASS 1 RIP RAP FROM
DITCH OUTFALL TO BOTTOM OF POND
BMP MAINTENANCE ROUTE
38' EMERGENCY SPILLWAY- 796
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND - POND 1B
SCALE: 1"=30'
DAM ELEV: 797.5'
SLOPE
3:1
POND BOTTOM- 792'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 1B
NTS
RISER SPILLWAY: 795'
INV OUT
791.5'
40' - 30" @ 1.25%
TOE OF DAM
792'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 796'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
40' - 30" HDPE @ 1.25%
DETENTION POND RISER
STRUCTURE - POND 1B
NOT TO SCALE
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
100 YEAR STORM (794.16')
10 YEAR STORM (792.80')
(1) 30" HOLE (792.0')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5C STORMWATER DETAILSPOND 1CCONTRACTOR SHALL INSTALL 47' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 8' WIDE TO 29'
WIDE.
3' CIRCULAR
RISER (SEE DETAILS)
50'- 30" HDPE @ 2%
(1) ANTI-SEEP COLLAR
6.2' x 6.2'
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
INV=791'
BMP MAINTENANCE ROUTE
40' EMERGENCY SPILLWAY- 797.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND - POND 1C
SCALE: 1"=30'
3:1 SIDE
SLOPES
DAM ELEV: 797.5'
SLOPE
3:1
POND BOTTOM- 792'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 1C
NTS
RISER SPILLWAY: 795'
INV OUT
791'
50' - 30" @ 2.0%
TOE OF DAM
792'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 796'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
DETENTION POND RISER
STRUCTURE - POND 1C
NOT TO SCALE
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
(1) 30" HOLE (792.0')
100 YEAR STORM (794.2')
10 YEAR STORM (792.83')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD
792
793
794
795
796
797
797
796
795
794
793
792
792
793
794
795
796
797
801800799798797796795794793792
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD
809
808 807
806
805LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD806807808809810811812812.50812.50812811810809808807806818
815
813
810
808
806
826825823820817815
812
810
808
806
807
810
812 812.50
812.50 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5D STORMWATER DETAILSPOND 1D & POND 1ECONTRACTOR SHALL INSTALL 20' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 6' WIDE TO 22'
WIDE.
4' CIRCULAR
RISER (SEE DETAILS)
(1) ANTI-SEEP COLLAR
6.2' x 6.2'
CONCRETE MIN 4" THICK
INV=805'
32' EMERGENCY SPILLWAY - 811'
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND - POND 1D CONVERSION
SCALE: 1"=30'
DAM ELEV: 812.5'
SLOPE
3:1
POND BOTTOM - 806'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 1E
NTS
RISER SPILLWAY: 810'
INV OUT
805'
50' - 24" @ 2.0%
TOE OF DAM
806'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 811'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
DETENTION POND - POND 1E
SCALE: 1"=30'
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
50'- 24" HDPE @ 2%
DETENTION POND RISER
STRUCTURE - POND 1E
NOT TO SCALE
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
(1) 24" HOLE (806')
100 YEAR STORM (808.67')
10 YEAR STORM (806.9')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION
BASIN MUST BE PERIODICALLY CHECKED FOR PROPER FUNCTION. THE
BASIN SHALL ALSO BE INSPECTED AFTER RAIN EVENTS. PROPER
FUNCTION WILL BE EVIDENT BY A DRY POND CONDITION. PERIODS OF
EXTENDED PONDING INDICATE A BLOCKED DISCHARGE ORIFICE.
ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND VISUALLY
INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR
SEDIMENT IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE
ISSUES A TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
CONTRACTOR SHALL INSTALL 32' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 15' WIDE TO 37'
WIDE.
LD LD LDLDLDLD LD LD LD LD LD LD
LD
LDLDLDLD810
812
814
810
812
814
814
812
807
805
801
803
810 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5E STORMWATER DETAILSPOND 1F3:1 SIDE
SLOPES
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
DETENTION POND - POND 1F
SCALE: 1"=30'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
CONTRACTOR TO EXCAVATE POND DAM
TO PROMOTE POSITIVE DRAINAGE.
REUSE EXISTING STONE FROM
SPILLWAY FOR OUTLET PROTECTION
LD LD LDLDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LD
797
800
803
805
808
808
803
805
803
805
808
808
809
808
808
805
802
800
808808796
798
800
802
800
800
798
798
795
793
793
795
797
797
795
793
792 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5F STORMWATER DETAILSPOND 1G & POND 1HCONTRACTOR SHALL INSTALL 14' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4' WIDE TO 16'
WIDE.
4' CIRCULAR
RISER (SEE DETAILS)
(1) ANTI-SEEP COLLAR
5.4' x 5.4'
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
INV=797'
DAM ELEV: 808'
POND BOTTOM - 803'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 1G
NTS
RISER SPILLWAY: 805.5'
INV OUT
797'
50' - 15" @ 12.0%
TOE OF DAM
797'
POND RISER STRUCTURE
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
3:1 SLOPE
DETENTION POND - POND 1G & POND 1H CONVERSION
SCALE: 1"=30'
50'- 15" HDPE @ 12%
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
POND 1G
POND 1H
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
DETENTION POND RISER
STRUCTURE - POND 1G
NOT TO SCALE
100 YEAR STORM (804.3')
(1) 15" HOLE (803.0')
10 YEAR STORM (803.45')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION
BASIN MUST BE PERIODICALLY CHECKED FOR PROPER FUNCTION.
THE BASIN SHALL ALSO BE INSPECTED AFTER RAIN EVENTS. PROPER
FUNCTION WILL BE EVIDENT BY A DRY POND CONDITION. PERIODS OF
EXTENDED PONDING INDICATE A BLOCKED DISCHARGE ORIFICE.
ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND VISUALLY
INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR
SEDIMENT IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE
ISSUES A TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE
POND.
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
INV=796'
INV=794'
70'- 15" HDPE @ 2.86%
CONTRACTOR SHALL INSTALL 8' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4' WIDE TO 10'
WIDE.
CONTRACTOR TO EXCAVATE POND DAM
TO PROMOTE POSITIVE DRAINAGE.
REUSE EXISTING STONE FROM
SPILLWAY FOR OUTLET PROTECTION
LDLD LD LD
LD LD LD LD LD LD LD LD LDLDLD790
790
789
788
787
789
788
787
786
785
790
789
788
787
786
785
790
790
789
788
787 786785
LD
LD
LD
LD
LD
LD
LD LD LD
LD
LD
LD LD L
D
LDLDLDLDLDLDLDLDLDLDLD77
1
77
2773774
775
776
777
778
778
777
776
775
774
773
772
778778800
798
795
792
790
787
785
783
780
777
775
772 778778775772778
778 775
772
773775778BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5G STORMWATER DETAILSPOND 1I & POND 1JCONTRACTOR SHALL INSTALL 12' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4' WIDE TO 14'
WIDE.
3' CIRCULAR
RISER (SEE DETAILS)
(1) ANTI-SEEP COLLAR
4.5' x 4.5'
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
INV=784'
DAM ELEV: 790'
POND BOTTOM - 785'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 1I
NTS
RISER SPILLWAY: 787.5'
INV OUT
784'
50' - 15" @ 2.0%
TOE OF DAM
785'
POND RISER STRUCTURE
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
3:1 SLOPE
DETENTION POND - POND 1I
SCALE: 1"=30'
50'- 15" HDPE @ 2%
DETENTION POND - POND 1J
SCALE: 1"=30'
EMERGENCY SPILLWAY: 788.5'
8' EMERGENCY SPILLWAY- 788.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
CONTRACTOR SHALL INSTALL 22' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 6' WIDE TO 24'
WIDE.
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
4' CIRCULAR
RISER (SEE DETAILS)
(1) ANTI-SEEP COLLAR
6' x 6'
CONCRETE MIN 4" THICK
INV=771'
50'- 24" HDPE @ 2%
DAM ELEV: 778'
POND BOTTOM - 772'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 1J
NTS
RISER SPILLWAY: 775'
INV OUT
771'
50' - 24" @ 2.0%
TOE OF DAM
772'
POND RISER STRUCTURE
3:1 SLOPE
EMERGENCY SPILLWAY: 776.5'
30' EMERGENCY SPILLWAY- 776.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
100 YEAR STORM (786.73')
(1) 15" HOLE (785.0')
10 YEAR STORM (785.63')
100 YEAR STORM (774.38')
(1) 24" HOLE (772')
10 YEAR STORM (772.86')
DETENTION POND RISER
STRUCTURE - POND 1J
NOT TO SCALE
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
DETENTION POND RISER
STRUCTURE - POND 1I
NOT TO SCALE
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
LD LDLDLDLDLDLDLD
LD LD LD
LD
LDLDLDL
D
LDL
D
L
D
828
827
826
825
824
823
822
821
820
819
818
817
816
811
813
815
817
819
821
821
816
821821820818816817816818820820
818
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD781
780 779 778779780781782783783782781780780
782
781.50782
784
785
787
790
792
794
783 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5H STORMWATER DETAILSPOND 1K & POND 1LCONTRACTOR SHALL INSTALL 12' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4' WIDE TO 14'
WIDE.
3' CIRCULAR
RISER (SEE DETAILS)
(1) ANTI-SEEP COLLAR
4.5' x 4.5'
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=810'
DAM ELEV: 821'
POND BOTTOM - 816'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 1K
NTS
RISER SPILLWAY: 818.5'
INV OUT
810'
60' - 15" @ 10.0%
TOE OF DAM
811'
POND RISER STRUCTURE
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
3:1 SLOPE
DETENTION POND - POND 1K
SCALE: 1"=30'
60'- 15" HDPE @ 10%
DETENTION POND - POND 1L
SCALE: 1"=30'
EMERGENCY SPILLWAY: 819.5'
8' EMERGENCY SPILLWAY- 819.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
CONTRACTOR SHALL INSTALL 12' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 5' WIDE TO 14'
WIDE.
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
3' CIRCULAR
RISER (SEE DETAILS)
(1) ANTI-SEEP COLLAR
5' x 5'
CONCRETE MIN 4" THICK INV=779'
40'- 18" HDPE @ 2.5%
DAM ELEV: 785'
POND BOTTOM - 780'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 1L
NTS
RISER SPILLWAY: 782.5'
INV OUT
779'
40' - 18" @ 2.5%
TOE OF DAM
779'
POND RISER STRUCTURE
3:1 SLOPE
EMERGENCY SPILLWAY: 783.5'
12' EMERGENCY SPILLWAY- 783.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
3:1 SIDE
SLOPES
100'- 18" HDPE @ 1%
INV=780.5'INV=781.5'
3:1 SIDE
SLOPES
DETENTION POND RISER
STRUCTURE - POND 1L
NOT TO SCALE
100 YEAR STORM (781.85')
(1) 18" HOLE (780')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (780.62')
100 YEAR STORM (817.6')
(1) 15" HOLE (816')
10 YEAR STORM (816.53')
DETENTION POND RISER
STRUCTURE - POND 1K
NOT TO SCALE
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION
BASIN MUST BE PERIODICALLY CHECKED FOR PROPER FUNCTION.
THE BASIN SHALL ALSO BE INSPECTED AFTER RAIN EVENTS.
PROPER FUNCTION WILL BE EVIDENT BY A DRY POND CONDITION.
PERIODS OF EXTENDED PONDING INDICATE A BLOCKED DISCHARGE
ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY
TRASH OR SEDIMENT IT SHALL BE REMOVED AND PROPERLY
DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE
ISSUES A TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE
POND.
CONTRACTOR SHALL INSTALL 12' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4.5' WIDE TO 13.5'
WIDE.
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD779
780
781
782
783
785
785
783 782 781 780 779.50 788783780779.50779.50781783785BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5I STORMWATER DETAILSPOND 1MDAM ELEV: 785'
POND BOTTOM - 779.5'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 1M
NTS
RISER SPILLWAY: 782.5'
INV OUT
779'
40' - 30" @ 1.25%
TOE OF DAM
811'
POND RISER STRUCTURE
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
3:1 SLOPE
DETENTION POND - POND 1M
SCALE: 1"=30'
EMERGENCY SPILLWAY: 783.5'
CONTRACTOR SHALL INSTALL 22' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 8' WIDE TO 25'
WIDE.
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
5' CIRCULAR
RISER (SEE DETAILS)(1) ANTI-SEEP COLLAR
5' x 5'
CONCRETE MIN 4" THICK
40'- 30" HDPE @ 1.25%
40' EMERGENCY SPILLWAY- 783.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
INV=779'
DETENTION POND RISER
STRUCTURE - POND 1M
NOT TO SCALE
100 YEAR STORM (781.80')
(1) 30" HOLE (779.5')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (780.35')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
LD LDLDLDLD
LD
LD LD LD LD LD LD LD LD LD
LDLDLDLDLDLDLDINV
3
823
824
825
826
827
828
828
827
826
825
824
823
828
827
826
825
824
823 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5J STORMWATER DETAILSPOND 1NDAM ELEV: 828'
POND BOTTOM - 823'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 1N
NTS
RISER SPILLWAY: 825.5'
INV OUT
822'
40' - 18" @ 2.5%
TOE OF DAM
823'
POND RISER STRUCTURE
INV=822'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
3:1 SLOPE
DETENTION POND - POND 1N
SCALE: 1"=30'
EMERGENCY SPILLWAY: 826.5'
CONTRACTOR SHALL INSTALL 22' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 8' WIDE TO 25'
WIDE.
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
3' CIRCULAR
RISER (SEE DETAILS)
(1) ANTI-SEEP COLLAR
4' x 4'
CONCRETE MIN 4" THICK
40'- 18" HDPE @ 2.5%
12' EMERGENCY SPILLWAY- 826.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND RISER
STRUCTURE - POND 1N
NOT TO SCALE
100 YEAR STORM (824.66')
(1) 18" HOLE (823')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (823.61')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
LD
LD
LD
LD
LD
LD LD LD LD LD LD LD
LDLDLD LDLDLDLDLDLDLDLDLDLDLDLDLD815
814
8
1
3
8178178168158148138128
1
4
81
5
81
7
81
7815
812
812815817817
815
812
815
813
810
810
811
813
815
815BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5K STORMWATER DETAILSPOND 1-1ADAM ELEV: 817'
POND BOTTOM - 812'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 1-1A
NTS
RISER SPILLWAY: 814.5'
INV OUT
810'
70' - 18" @ 2.86%
TOE OF DAM
813'
POND RISER STRUCTURE
INV=810'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
3:1 SLOPE
DETENTION POND - POND 1-1A
SCALE: 1"=30'
EMERGENCY SPILLWAY: 815.5'
CONTRACTOR SHALL INSTALL 18' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 5' WIDE TO 20'
WIDE.
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
3' CIRCULAR
RISER (SEE DETAILS)
(1) ANTI-SEEP COLLAR
4.25' x 4.25'
CONCRETE MIN 4" THICK
70'- 18" HDPE @ 2.86%
14' EMERGENCY SPILLWAY- 815.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND RISER
STRUCTURE - POND 1-1A
NOT TO SCALE
100 YEAR STORM (813.77')
(1) 18" HOLE (812.0')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (812.61')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
LDLDLDLDLDLDLDLDINV 9815814813
817
815815813810809808807808
809
810
811
812
813
814
815
815
814
813
812
811
810
809
809
810
811
812
813
814
815 810811813815815813811809815809810812BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5L STORMWATER DETAILSPOND 1-1BDAM ELEV: 815.5'
POND BOTTOM - 809'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 1-1B
NTS
RISER SPILLWAY: 812.5'
INV OUT
808'
(2) 40' - 24" @ 2.5%
TOE OF DAM
809'
POND RISER STRUCTURE
(TYP. OF 2)
INV=808'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
3:1 SLOPE
DETENTION POND - POND 1-1B
SCALE: 1"=30'
EMERGENCY SPILLWAY: 813.5'
CONTRACTOR SHALL INSTALL 22' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 16' WIDE TO 34'
WIDE.
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
(2) 4' CIRCULAR
RISER (SEE DETAILS)
(1) ANTI-SEEP COLLAR
5.75' x 5.75' PER PIPE
CONCRETE MIN 4" THICK
(2) 40'- 24" HDPE @ 2.5%
36' EMERGENCY SPILLWAY- 813.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
815.5'815.5'
815.5'
815.5'
815.5'
815.5'
815.5'
DETENTION POND RISER
STRUCTURE - POND 1-1B
NOT TO SCALE
100 YEAR STORM (811.34')
(1) 24" HOLE PER RISER (809.0')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (809.8')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
807810808807808
809
810
811
812
813
814
815
815
814
813
812
811
810
809
807810815815813810808808810812815808
809
810
811
812
813
814
815 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5M STORMWATER DETAILSPOND 1-1CDAM ELEV: 815.5'
POND BOTTOM - 808'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 1-1C
NTS
RISER SPILLWAY: 812.5'
INV OUT
807'
(2) 50' - 30" @ 2%
TOE OF DAM
808'
POND RISER STRUCTURE
(TYP. OF 2)
INV=807'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
3:1 SLOPE
DETENTION POND - POND 1-1C
SCALE: 1"=30'
EMERGENCY SPILLWAY: 813.5'
CONTRACTOR SHALL INSTALL 24' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 16' WIDE TO 35'
WIDE.
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
(2) 5' CIRCULAR
RISER (SEE DETAILS)
(1) ANTI-SEEP COLLAR
6.5' x 6.5' PER PIPE
CONCRETE MIN 4" THICK
(2) 50'- 30" HDPE @ 2%
28' EMERGENCY SPILLWAY- 813.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP 815.5'
815.5'
815.5'
815.5'
815.5'
815.5'815.5'815.5'
DETENTION POND RISER
STRUCTURE - POND 1-1C
NOT TO SCALE
100 YEAR STORM (811.12')
(1) 30" HOLE PER RISER (808')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (809.8')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
LDLDLDLDLDLDLDLDLDLD835
836
837
834 LDLDLDLDLDLDLDLD824
825
827
830
831
831
830
827
827
828829830831832
834833
835
836 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5N STORMWATER DETAILSPOND 1-3A & 7C LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
DETENTION POND - POND 1-3A CONVERSION
SCALE: 1"=30'
DETENTION POND - POND 7C
SCALE: 1"=30'
DAM ELEV: 831'
POND BOTTOM - 827'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 7C
NTS
RISER SPILLWAY: 829'
INV OUT
824'
40' - 15" @ 7.5%
TOE OF DAM
825'
POND RISER STRUCTURE
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
3:1 SLOPE
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
DETENTION POND RISER
STRUCTURE - POND 7C
NOT TO SCALE
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
(1) 4" HOLE (827')
(1) 6" HOLE (828')
100 YEAR STORM (828.35')
10 YEAR STORM (827.42')
INV=824'
CONTRACTOR SHALL INSTALL 8' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4' WIDE TO 10'
WIDE.
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
3' CIRCULAR
RISER (SEE DETAILS)
(1) ANTI-SEEP COLLAR
5.75' x 5.75'
CONCRETE MIN 4" THICK
40'- 15" HDPE @ 7.5%
3:1 SIDE
SLOPES
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
LDLDLDLDLDLDLDLDLD834
833
832
831
831
833
LDLDLDLDLDLDLDLDLDLDLD821
822
823
824
825
826
827
828
829
830
831 832 833 834 835
835
834
833
832
831
830
844
842
840
838
835
832
830
842840838835832830832
835 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5O STORMWATER DETAILSPOND 6A & 7ADAM ELEV: 835'
POND BOTTOM - 830'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 7A
NTS
RISER SPILLWAY: 832.5'
INV OUT
820'
70' - 15" @ 14.3%
TOE OF DAM
814'
POND RISER STRUCTURE
INV=820'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
3:1 SLOPE
DETENTION POND - POND 7A
SCALE: 1"=30'
EMERGENCY SPILLWAY: 833.5'
CONTRACTOR SHALL INSTALL 12' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4' WIDE TO 14'
WIDE.
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
3' CIRCULAR
RISER (SEE DETAILS)
(1) ANTI-SEEP COLLAR
5.75' x 5.75'
CONCRETE MIN 4" THICK
70'- 15" HDPE @ 14.3%
DETENTION POND - POND 6A CONVERSION
SCALE: 1"=30'
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES 8' EMERGENCY SPILLWAY- 833.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
DETENTION POND RISER
STRUCTURE - POND 7A
NOT TO SCALE
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
(1) 3" HOLE (830')
(1) 6" HOLE (831.5')
100 YEAR STORM (831.59')
10 YEAR STORM (830.45')
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
CONTRACTOR TO EXCAVATE POND DAM
TO PROMOTE POSITIVE DRAINAGE.
REUSE EXISTING STONE FROM
SPILLWAY FOR OUTLET PROTECTION
LDLDLDLDLDLDLDLDLDLDLD825
827
829
830
830
828
825
825
827
830
833
835
837
840841
830
830 LDLDLDLDLDLDLDLD84
0 84
1 84
2 84
3
84
3
84
2
84
1
84
0
83
9
.
5
0
844 843 842 841 840 839.50 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5P STORMWATER DETAILSPOND 7B & 8A LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
DETENTION POND - POND 8A
SCALE: 1"=30'
DETENTION POND - POND 7B
SCALE: 1"=30'
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
DAM ELEV: 830'
POND BOTTOM - 825'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 7B
NTS
RISER SPILLWAY: 827.5'
INV OUT
824'
40' - 15" @ 2.5%
TOE OF DAM
825'
POND RISER STRUCTURE
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
3:1 SLOPE
DETENTION POND RISER
STRUCTURE - POND 7B
NOT TO SCALE
100 YEAR STORM (827.26')
(1) 3" HOLE (825')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
(1) 6" HOLE (826')
10 YEAR STORM (826.03')
DAM ELEV: 843'
POND BOTTOM - 839.5'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 8A
NTS
RISER SPILLWAY: 841.5'
INV OUT
839'
30' - 15" @ 1.67%
TOE OF DAM
840'
POND RISER STRUCTURE
3:1 SLOPE
DETENTION POND RISER
STRUCTURE - POND 8A
NOT TO SCALE
100 YEAR STORM (840.48')
(1) 2" HOLE (839.5')
(1) 6" HOLE (840.5')
10 YEAR STORM (839.8')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN
MUST BE PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN
SHALL ALSO BE INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL
BE EVIDENT BY A DRY POND CONDITION. PERIODS OF EXTENDED
PONDING INDICATE A BLOCKED DISCHARGE ORIFICE. ROUTINE
INSPECTION TO BE DONE BY WALKING DOWN AND VISUALLY INSPECTING.
IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT IT SHALL BE
REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE
ISSUES A TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
INV=820'
CONTRACTOR SHALL INSTALL 8' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4' WIDE TO 10'
WIDE.
3' CIRCULAR
RISER (SEE DETAILS)
(1) ANTI-SEEP COLLAR
5.75' x 5.75'
CONCRETE MIN 4" THICK
40'- 15" HDPE @ 2.5%
CONTRACTOR SHALL INSTALL 8' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4' WIDE TO 10'
WIDE.INV=839'
30'- 15" HDPE @ 1.67%
3' CIRCULAR
RISER (SEE DETAILS)
LDLDLDLDLDLDLDLDLDLDLD833
833
835 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5Q STORMWATER DETAILSPOND 11A & 11B LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
DETENTION POND - POND 11A & 11B CONVERSION
SCALE: 1"=30'
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
LDLDLDLDLDLDLDLD856
855
854
853 LDLDLDLDLDLDLDLDLDLDLD848849850851
851
850
849
848
848
849
850
851
850
851 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5R STORMWATER DETAILSPOND 12A & 13A LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
DETENTION POND - POND 12A CONVERSION
SCALE: 1"=30'
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
DETENTION POND - POND 13A CONVERSION
SCALE: 1"=30'
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
CONTRACTOR TO EXCAVATE POND DAM
TO PROMOTE POSITIVE DRAINAGE.
REUSE EXISTING STONE FROM
SPILLWAY FOR OUTLET PROTECTION
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
LDLDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
L
D
L
D
LDLDLD818817
816
815
814
813
812
811
810
809
808
807
806
805
804
803
802
801.50
802803804805806807808
808807806805804
803802
801.
5
0808808802
809807805803801.50LDLDLDLDLDLDLD
LD
LD
LD
LD
LD
LD
LD
LD827826825824823822828827825822
818
8
2
0822 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5S STORMWATER DETAILSPOND 16ACONTRACTOR SHALL INSTALL 20' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 16' WIDE TO 31'
WIDE.
(2) 5' CIRCULAR
RISER (SEE DETAILS)
3:1 SIDE
SLOPES
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
INV=801'
24' EMERGENCY SPILLWAY- 806
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND - POND 16A
SCALE: 1"=30'
DAM ELEV: 808'
SLOPE
3:1
POND BOTTOM- 801.5'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 16A
NTS
RISER SPILLWAY: 805'
INV OUT
801'
50' - 30" @ 1%
TOE OF DAM
802'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 806'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
(2) 50' - 30" HDPE @ 1%
(1) ANTI-SEEP COLLAR
5.75' x 5.75' PER PIPE
CONCRETE MIN 4" THICK
SUMP 15A - DIVERSION TO POND 16A
SCALE: 1"=30'
INV=822'
INV=817.8'
280' - 30" HDPE @ 1.5%
DETENTION POND RISER
STRUCTURE - POND 16A
NOT TO SCALE
100 YEAR STORM (804.41')
(1) 30" HOLE PER RISER (801.5')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (802.51')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
CONTRACTOR SHALL INSTALL 18' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 6' WIDE TO 20'
WIDE.
LDLDLDLD
LD
LD
LD
LD
LD
LD
L
D
L
D
L
D
L
D
828
825
822
820
818
815
812
808
810
816
815
813
816
812
815
807
810
816
815
812
823 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D
D-5T STORMWATER DETAILSPOND 17A LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
DETENTION POND - POND 17A
SCALE: 1"=30'
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
CONTRACTOR TO EXCAVATE POND DAM
TO PROMOTE POSITIVE DRAINAGE.
REUSE EXISTING STONE FROM
SPILLWAY FOR OUTLET PROTECTION
LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD
LD
L
D
LDLDLDLDLD
24
756
757
758
759
760
761
762
764 763
762
761
760
759
758
757 756.50
760 756.50758760762764
755762760758760
762
764
762
760
758756.50
774
772
770
76
8
76
57627
6
0
7
5
8
7
5
6
.
5
0
758759760761762
770
768
765
765
764
760
757
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD LDLDLDLD778
779
780
781
782
783
783
782
781
786
785
784
783
782
781
780
779
778 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D
D-5U STORMWATER DETAILSPOND 18BCONTRACTOR SHALL INSTALL 20' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 16' WIDE TO 31'
WIDE.
(2) 5' CIRCULAR
RISER (SEE DETAILS)
3:1 SIDE
SLOPES
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
INV=756'
26' EMERGENCY SPILLWAY- 762
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND - POND 18B
SCALE: 1"=30'
DAM ELEV: 764'
SLOPE
3:1
POND BOTTOM- 756.5'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 18B
NTS
RISER SPILLWAY: 761'
INV OUT
756'
(2) 50' - 30" @ 1%
TOE OF DAM
757'
POND RISER STRUCTURE
(TYP. OF 2)
EMERGENCY SPILLWAY: 762'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
(2) 50' - 30" HDPE @ 1%
(1) ANTI-SEEP COLLAR
6.5' x 6.5' PER PIPE
CONCRETE MIN 4" THICK
SUMP 18A - DIVERSION TO POND 18B
SCALE: 1"=30'
INV=778'
INV=776'
100' - 30" HDPE @ 2%
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
DETENTION POND RISER
STRUCTURE - POND 18B
NOT TO SCALE
100 YEAR STORM (760.89')
(1) 30" HOLE PER RISER (756.5')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (758.24')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
CONTRACTOR SHALL INSTALL 18' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 8' WIDE TO 21'
WIDE.
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD770
771
772
773
774
775
776
777777.50
777.50777
776
775
774
773
772
771
778
776 775 774 773 772 771
779777775773771779777.50777 776 775 774 773 772 771 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5V STORMWATER DETAILSPOND 19ACONTRACTOR SHALL INSTALL 22' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 12' WIDE TO 31'
WIDE.
(2) 4' CIRCULAR
RISER (SEE DETAILS)
3:1 SIDE
SLOPES
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
INV=770'
24' EMERGENCY SPILLWAY- 806
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND - POND 19A
SCALE: 1"=30'
DAM ELEV: 777.5'
SLOPE
3:1
POND BOTTOM- 771'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 19A
NTS
RISER SPILLWAY: 774.5'
INV OUT
770'
(2) 50' - 24" @ 2%
TOE OF DAM
771'
POND RISER STRUCTURE
(TYP. OF 2)
EMERGENCY SPILLWAY: 775.5'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
(2) 50' - 24" HDPE @ 2%
(1) ANTI-SEEP COLLAR
5.5' x 5.5' PER PIPE
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
DETENTION POND RISER
STRUCTURE - POND 19A
NOT TO SCALE
100 YEAR STORM (774.62')
(1) 24" HOLE PER RISER (771')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (772.42')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
FPFPFPOHPOHPOHPOHPOHPOHPOHPLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD731
731730729728727
726.
5
0
73
2
73
3
7
2
6
72
7
72
8729
730
731
731
726.50
728
730
731LDLDLDLDLDLDLDLDLDLDLDLDLDLD
LD LD780
781
782
783
784
784 783 782 781
780
780
782 784 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D
D-5W STORMWATER DETAILSPOND 23A & 25A3:1 SIDE
SLOPES
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
DETENTION POND 23A
SCALE: 1"=30'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
DETENTION POND RISER
STRUCTURE - POND 23A
NOT TO SCALE
SLOPE
3:1
POND BOTTOM - 726.5'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 23A
NTS
RISER SPILLWAY: 729'
100 YEAR STORM (729.87')
INV OUT
726'
50' - 15" @ 1%
TOE OF DAM
727'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 730'
EXISTING GRADE
(1) 2" HOLE (726.5')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
(1) 6" HOLE (728')
10 YEAR STORM (729.07')
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
DAM ELEV: 731'
CONTRACTOR SHALL INSTALL 8' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4' WIDE TO 10'
WIDE.
3' CIRCULAR RISER
(SEE DETAILS)
INV=726'
16' EMERGENCY SPILLWAY- 730
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
50' - 15" HDPE @ 1%
(1) ANTI-SEEP COLLAR
5.5' x 5.5' PER PIPE
CONCRETE MIN 4" THICK
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
DETENTION POND 25A
SCALE: 1"=30'
DETENTION POND RISER
STRUCTURE - POND 25A
NOT TO SCALE
SLOPE
3:1
POND BOTTOM - 780'
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
RISER SPILLWAY: 782'
100 YEAR STORM (781.96')
INV OUT
779'
30' - 15" @ 3.33%
TOE OF DAM
780'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 783'
(1) 2" HOLE (780')
(1) 6" HOLE (781')
10 YEAR STORM (781.04')
DAM ELEV: 784'
CONTRACTOR SHALL INSTALL 8' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4' WIDE TO 10'
WIDE.
(1) ANTI-SEEP COLLAR
5.5' x 5.5' PER PIPE
CONCRETE MIN 4" THICK
50' - 15" HDPE @ 1%
10' EMERGENCY SPILLWAY - 783'
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
DETENTION POND DETAIL - POND 25A
NTS
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
3:1 SIDE
SLOPES
3' CIRCULAR RISER
(SEE DETAILS)
INV=779'
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
725
731
730
729
728
727
726
725726727728729731731730729730731731
731
730
728
726 731731732730729732733734735BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5X STORMWATER DETAILSPOND 27ACONTRACTOR SHALL INSTALL 12' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4' WIDE TO 14'
WIDE.
3' CIRCULAR
RISER (SEE DETAILS)
3:1 SIDE
SLOPES
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=725'
DETENTION POND - POND 27A
SCALE: 1"=30'
DAM ELEV: 731'
SLOPE
3:1
POND BOTTOM- 726'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 27A
NTS
RISER SPILLWAY: 728.5'
INV OUT
725'
70' - 15" @ 1.4%
TOE OF DAM
726'
POND RISER STRUCTURE
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
70' - 15" HDPE @ 1.4%
(1) ANTI-SEEP COLLAR
4.25' x 4.25'
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
DETENTION POND RISER
STRUCTURE - POND 27A
NOT TO SCALE
100 YEAR STORM (728.93')
(1) 15" HOLE (726')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (727.92')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
OHP OHP OHP OHP OHP OHP OHP OHP
LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD
LD
LDLDLDLDLDLDLDLDLDLDLDLD LD724725726727728729730
730729728727726725724723.50 730730728725723.50730
730
728
725
723.50
730729728727726725724723.50BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5Y STORMWATER DETAILSPOND 27BCONTRACTOR SHALL INSTALL 22' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 16' WIDE TO 33'
WIDE.
(2) 5' CIRCULAR
RISER (SEE DETAILS)
3:1 SIDE
SLOPES
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=723'
26' EMERGENCY SPILLWAY- 728
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND - POND 27B
SCALE: 1"=30'
DAM ELEV: 730'
SLOPE
3:1
POND BOTTOM- 723.5'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 27B
NTS
RISER SPILLWAY: 727'
INV OUT
723'
(2) 50' - 30" @ 1%
TOE OF DAM
724'
POND RISER STRUCTURE
(TYP. OF 2)
EMERGENCY SPILLWAY: 728'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
(2) 50' - 30" HDPE @ 1%
(1) ANTI-SEEP COLLAR
5.75' x 5.75' PER PIPE
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
DETENTION POND RISER
STRUCTURE - POND 27B
NOT TO SCALE
100 YEAR STORM (728.31')
(1) 30" HOLE PER RISER (723.5')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (725.86')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD7
5
6
7
5
7
7
5
8
7
5
9
7
6
0
7
6
1
7
6
2
7
6
2
7
6
1
7
6
0
7
5
9
7
5
8
7
5
7
7
5
6
756757758759760761762762761760759758757756755754.50
755 756 757 758 759 760 761 762
762 761 760 759 758 757 756 755 754.50
7
7
2
7
7
0
767765763760758755754.50762
761
760
759
758
757
756
762
761
760
759
758
757
756
755754.50
762
762
760
756
762760758756BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5Z STORMWATER DETAILSPOND 27C & 27DCONTRACTOR SHALL INSTALL 20' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 12' WIDE TO 28'
WIDE.
(2) 4' CIRCULAR
RISER (SEE DETAILS)
3:1 SIDE
SLOPES
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=754'
22' EMERGENCY SPILLWAY- 760
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND - POND 27C
SCALE: 1"=30'
DAM ELEV: 762'
SLOPE
3:1
POND BOTTOM- 756'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 27C
NTS
RISER SPILLWAY: 759'
INV OUT
755'
(2) 50' - 30" @ 2%
TOE OF DAM
756'
POND RISER STRUCTURE
(TYP. OF 2)
EMERGENCY SPILLWAY: 760'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
(2) 50' - 24" HDPE @ 1%
(1) ANTI-SEEP COLLAR
6' x 6' PER PIPE
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
DAM ELEV: 762'
SLOPE
3:1
POND BOTTOM- 754.5'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 27D
NTS
RISER SPILLWAY: 759'
INV OUT
754'
(2) 50' - 24" @ 1%
TOE OF DAM
755'
POND RISER STRUCTURE
(TYP. OF 2)
EMERGENCY SPILLWAY: 760'
DETENTION POND - POND 27D
SCALE: 1"=30'
(1) ANTI-SEEP COLLAR
5.5' x 5.5' PER PIPE
CONCRETE MIN 4" THICK
(2) 4' CIRCULAR
RISER (SEE DETAILS)
(2) 50' - 30" HDPE @ 2%
INV=755'
CONTRACTOR SHALL INSTALL 18' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 16' WIDE TO 30'
WIDE.
18' EMERGENCY SPILLWAY- 760
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND RISER
STRUCTURE - POND 27C
NOT TO SCALE
100 YEAR STORM (759.92')
(1) 30" HOLE PER RISER (756')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (757.82')
DETENTION POND RISER
STRUCTURE - POND 27D
NOT TO SCALE
100 YEAR STORM (760.18')
(1) 24" HOLE PER RISER (754.5')
10 YEAR STORM (757.35')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
LDLDLDLDLDLDLDLDLD753
755
757
760
760
758
755
755 756 757 758 759 760
76
1
76
3
76
5 LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD755
756
757
758
758
757
756
755 754.50
754.50755
756
757
758
761
76
1
763 762 75476
0
7
6
0
7
6
0
759
759
760
760
759 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5AA STORMWATER DETAILSPOND 28A & 28BCONTRACTOR SHALL INSTALL 14' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 6' WIDE TO 16'
WIDE.
3' CIRCULAR
RISER (SEE DETAILS)
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=754'
DETENTION POND - POND 28A
SCALE: 1"=30'
DAM ELEV: 760'
SLOPE
3:1
POND BOTTOM- 755'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 28A
NTS
RISER SPILLWAY: 757.5'
INV OUT
753'
40' - 15" @ 5%
TOE OF DAM
754'
POND RISER STRUCTURE
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
40' - 15" HDPE @ 1.25%
(1) ANTI-SEEP COLLAR
5' x 5' PER PIPE
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
DAM ELEV: 760'
SLOPE
3:1
POND BOTTOM- 754.5'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 28B
NTS
RISER SPILLWAY: 757.5'
INV OUT
754'
40' - 15" @ 1.25%
TOE OF DAM
755'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 758.5'
DETENTION POND - POND 28B
SCALE: 1"=30'
(1) ANTI-SEEP COLLAR
4.25' x 4.25'
CONCRETE MIN 4" THICK
3' CIRCULAR
RISER (SEE DETAILS)
40' - 15" HDPE @ 5%INV=753'
CONTRACTOR SHALL INSTALL 12' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4' WIDE TO 14'
WIDE.
18' EMERGENCY SPILLWAY- 758.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
DETENTION POND RISER
STRUCTURE - POND 28B
NOT TO SCALE
100 YEAR STORM (758.60')
(1) 15" HOLE (754.5')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (756.57')
DETENTION POND RISER
STRUCTURE - POND 28A
NOT TO SCALE
100 YEAR STORM (757.24')
(1) 15" HOLE (755')
10 YEAR STORM (756.21')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD37758
759 760
761 762 763
764
764 763
762 761
760 759 758
764764762760758764
764
762
764
762
760
758 LDLDLDLDLDLD763
764
765 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5BB STORMWATER DETAILSPOND 28C & 28DCONTRACTOR SHALL INSTALL 14' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 6' WIDE TO 16'
WIDE.
3' CIRCULAR
RISER (SEE DETAILS)
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=757'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
40' - 24" HDPE @ 2.5%
(1) ANTI-SEEP COLLAR
5.25' x 5.25'
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
DAM ELEV: 764'
SLOPE
3:1
POND BOTTOM- 758'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 28C
NTS
RISER SPILLWAY: 761'
INV OUT
757'
40' - 24" @ 2.5%
TOE OF DAM
758'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 762'
DETENTION POND - POND 28C
SCALE: 1"=30'
8' EMERGENCY SPILLWAY- 762
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
3:1 SIDE
SLOPES
DETENTION POND - POND 28D CONVERSION
SCALE: 1"=30'
DETENTION POND RISER
STRUCTURE - POND 28C
NOT TO SCALE
100 YEAR STORM (762.35')
(1) 24" HOLE (758')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (760.39')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
INV 38
760.50 761
762
763
764
765
766
767
768
769
770
771
771
770
769
768
767
766
765
764
763 762.50
771771763
765
767
771 770 769 768 767 766 765 764 763 762.50
762.50765767770771BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5CC STORMWATER DETAILSPOND 28ECONTRACTOR SHALL INSTALL 29' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 16' WIDE TO 31'
WIDE.
(2) 5' CIRCULAR
RISERS (SEE DETAILS)
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=761.9'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
(2) 60' - 30" HDPE @ 1%
(1) ANTI-SEEP COLLAR
7.25' x 7.25' PER PIPE
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
DAM ELEV: 771'
SLOPE
3:1
POND BOTTOM- 762.5'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 28E
NTS
RISER SPILLWAY: 768'
INV OUT
761.9'
(2) 60' - 30" @ 1%
TOE OF DAM
763'
POND RISER STRUCTURE
(TYP. OF 2)
EMERGENCY SPILLWAY: 769'
DETENTION POND - POND 28E
SCALE: 1"=30'
24' EMERGENCY SPILLWAY- 769
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
DETENTION POND RISER
STRUCTURE - POND 28E
NOT TO SCALE
100 YEAR STORM (769.09')
(1) 30" HOLE PER RISER (762.5')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (765.54')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
LD
LD 760.50761762763764765766767768769770771771770769768767766765764763762.50763765767762.
5
0
765
767
760
761
762
763
764
765
766
767
767
766
765
764
763
762
761 760.50
774
772
770
768
765
763
760.50
767
765
762
760.50 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5DD STORMWATER DETAILSPOND 28FCONTRACTOR SHALL INSTALL 18' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 12' WIDE TO 26'
WIDE.
(2) 4' CIRCULAR
RISERS (SEE DETAILS)
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=760'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
(2) 50' - 24" HDPE @ 1%
(1) ANTI-SEEP COLLAR
5.25' x 5.25' PER PIPE
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
DAM ELEV: 767'
SLOPE
3:1
POND BOTTOM- 760.5'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 28F
NTS
RISER SPILLWAY: 764'
INV OUT
760'
(2) 50' - 24" @ 1%
TOE OF DAM
761'
POND RISER STRUCTURE
(TYP. OF 2)
EMERGENCY SPILLWAY: 765'
DETENTION POND - POND 28F
SCALE: 1"=30'
16' EMERGENCY SPILLWAY- 765
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
DETENTION POND RISER
STRUCTURE - POND 28F
NOT TO SCALE
100 YEAR STORM (764.54')
(1) 24" HOLE PER RISER (760.5')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (762.19')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
LDLDLDLDLDLDL
D
LD
LD LD LD LD LD LD LD LD LD LD LD
LD
LD
752
753 754 755 756 757 758
758 757 756 755 754 753
753
754
755
756
757
758
7
5
3
7
5
4
7
5
5
7
5
6
7
5
7
7
5
8 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5EE STORMWATER DETAILSPOND 28GCONTRACTOR SHALL INSTALL 16' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 6' WIDE TO 18'
WIDE.
3' CIRCULAR
RISER (SEE DETAILS)
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=751'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
40' - 24" HDPE @ 5%
(1) ANTI-SEEP COLLAR
5' x 5'
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
DAM ELEV: 758'
SLOPE
3:1
POND BOTTOM- 753'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 28G
NTS
RISER SPILLWAY: 755.5'
INV OUT
751'
40' - 24" @ 5%
TOE OF DAM
752'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 756.5'
DETENTION POND - POND 28G
SCALE: 1"=30'
20' EMERGENCY SPILLWAY- 756.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
3:1 SIDE
SLOPES
DETENTION POND RISER
STRUCTURE - POND 28G
NOT TO SCALE
100 YEAR STORM (755.69')
(1) 24" HOLE (753')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (754.24')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
OHP
OHP
OHP
OHP
OHP
OHP
OHP
LD LD LD LD LD LD
LD
LD
LD
LD
LD
770
771
772
773
774
775
776
776 776
775 774
773
772
771
771
772
773
774
775
776
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
760 761 762
763
764
765 766
766 765 764
763 762 761
766
766
766
767
761 762 763 764 765 766 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5FF STORMWATER DETAILSPOND 29A & 30ACONTRACTOR SHALL INSTALL 12' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 4' WIDE TO 14'
WIDE.
3' CIRCULAR
RISER (SEE DETAILS)
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=770'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
40' - 15" HDPE @ 2.5%
(1) ANTI-SEEP COLLAR
4' x 4'
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
DAM ELEV: 775'
SLOPE
3:1
POND BOTTOM- 771'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 29A
NTS
RISER SPILLWAY: 773.5'
INV OUT
770'
40' - 15" @ 2.5%
TOE OF DAM
771'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 774.5'
DETENTION POND - POND 29A
SCALE: 1"=30'
8' EMERGENCY SPILLWAY- 774.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
3:1 SIDE
SLOPES
DAM ELEV: 766'
SLOPE
3:1
POND BOTTOM- 761'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 30A
NTS
RISER SPILLWAY: 763.5'
INV OUT
760'
40' - 18" @ 2.5%
TOE OF DAM
761'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 764.5'
DETENTION POND - POND 30A
SCALE: 1"=30'
CONTRACTOR SHALL INSTALL 16' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 5' WIDE TO 18'
WIDE.
3' CIRCULAR
RISER (SEE DETAILS)
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=760'
40' - 18" HDPE @ 2.5%
(1) ANTI-SEEP COLLAR
4' x 4'
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
14' EMERGENCY SPILLWAY- 764.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
3:1 SIDE
SLOPES
DETENTION POND RISER
STRUCTURE - POND 30A
NOT TO SCALE
100 YEAR STORM (763.86')
(1) 18" HOLE (761')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (762.31')
DETENTION POND RISER
STRUCTURE - POND 29A
NOT TO SCALE
100 YEAR STORM (773.88')
(1) 15" HOLE (771')
10 YEAR STORM (772.37')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHPLDLDLDLDLDLDL
D
LD LD LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
74
6
747 748
752
751
750
749
748
747
746
757
756
755
754
753
751750749
748
747
746
752750748746748 753757757755753751755754753
752
757
756
751
752
752
749 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5GG STORMWATER DETAILSPOND 30B LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
DAM ELEV: 752'
SLOPE
3:1
POND BOTTOM- 746'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 30B
NTS
RISER SPILLWAY: 748.5'
INV OUT
745'
50' - 24" @ 2%
TOE OF DAM
746'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 749.5'
DETENTION POND - POND 30B
SCALE: 1"=30'
CONTRACTOR SHALL INSTALL 14' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 6' WIDE TO 16'
WIDE.
3' CIRCULAR
RISER (SEE DETAILS)
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=745'
50' - 24" HDPE @ 2%
(1) ANTI-SEEP COLLAR
5.25' x 5.25'
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
110' - 30" HDPE @ 4.55%
3:1 SIDE
SLOPES
INV=751'
INV=746'
CONTRACTOR SHALL INSTALL 18' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 8' WIDE TO 20.5'
WIDE.
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
8' EMERGENCY SPILLWAY- 749.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND RISER
STRUCTURE - POND 30B
NOT TO SCALE
100 YEAR STORM (749.06')
(1) 24" HOLE (746')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (747.45')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
LD
LD
LD LD LD
LD LDLD772
773
774
LDLD LD LD LD
LD LDLD770
771
772
773 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D
D-4HH SEDIMENT BASIN DETAILSTRAP 31A & 32A LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
DETENTION POND - POND 31A CONVERSION
SCALE: 1"=30'
DETENTION POND - POND 32A CONVERSION
SCALE: 1"=30'
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
LD
LD
LD LD LD LD LD LDLD762
763
764
765
766
767
767
766
765
764 763
763
765
767
775
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
LD
768
769
770
771
772
775
772
771
770769.50
771
775
772 771 770 769.50
772
773
774
775 775
773774775 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5II STORMWATER DETAILSPOND 33A & 34A LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
DETENTION POND - POND 33A CONVERSION
SCALE: 1"=30'
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
DAM ELEV: 775'
SLOPE
3:1
POND BOTTOM- 769.5'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 34A
NTS
RISER SPILLWAY: 772'
INV OUT
768'
(2) 40' - 24" @ 3.75%
TOE OF DAM
769'
POND RISER STRUCTURE
(TYP. OF 2)
EMERGENCY SPILLWAY: 773'
DETENTION POND - POND 34A
SCALE: 1"=30'
CONTRACTOR SHALL INSTALL 16' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 12' WIDE TO 24'
WIDE.
(2) 3' CIRCULAR
RISERS (SEE DETAILS)
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=768'(2) 40' - 24" HDPE @ 3.75%
(1) ANTI-SEEP COLLAR
4.75' x 4.75' PER PIPE
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
12' EMERGENCY SPILLWAY- 773
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND RISER
STRUCTURE - POND 34A
NOT TO SCALE
100 YEAR STORM (771.29')
(1) 24" HOLE PER RISER (769.5')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (770.2')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
CONTRACTOR TO EXCAVATE POND DAM
TO PROMOTE POSITIVE DRAINAGE.
REUSE EXISTING STONE FROM
SPILLWAY FOR OUTLET PROTECTION
LD
LD
LD
LD LD LD LD
LD
LD
LD
LD LDLDLDLDLDLD
LD
LD
LD
LD
LD
LD
LD LDLDLDLDLDLDLD791792793794795796
796795
794
793
792
791 796796795793791796 795
793
791
791793795797803
802 802 801
804 803 802801800799798797
803 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5JJ STORMWATER DETAILSPOND 37A LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
DAM ELEV: 796'
SLOPE
3:1
POND BOTTOM- 791'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 37A
NTS
RISER SPILLWAY: 793.5'
INV OUT
790'
40' - 24" @ 2.5%
TOE OF DAM
791'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 794.5'
DETENTION POND - POND 37A
SCALE: 1"=30'
CONTRACTOR SHALL INSTALL 16' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 6' WIDE TO 18'
WIDE.
3' CIRCULAR
RISER (SEE DETAILS)
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=790'
40' - 24" HDPE @ 2.5%
(1) ANTI-SEEP COLLAR
4.75' x 4.75'
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
24' EMERGENCY SPILLWAY- 794.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND RISER
STRUCTURE - POND 37A
NOT TO SCALE
100 YEAR STORM (792.87')
(1) 24" HOLE (791')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
10 YEAR STORM (791.68')
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD801802
803
804
805
806
806
805
804
803
802
801
801802803804805806
806
806
807806
806804 800BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5KK STORMWATER DETAILSPOND 39A LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
DAM ELEV: 806'
SLOPE
3:1
POND BOTTOM- 801'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 39A
NTS
RISER SPILLWAY: 803.5'
INV OUT
800'
40' - 18" @ 2.5%
TOE OF DAM
802'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 804.5'
DETENTION POND - POND 39A
SCALE: 1"=30'
CONTRACTOR SHALL INSTALL 16' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 6' WIDE TO 18'
WIDE.
3' CIRCULAR
RISER (SEE DETAILS)
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER INV=800'
40' - 18" HDPE @ 2.5%
(1) ANTI-SEEP COLLAR
4.5' x 4.5'
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
16' EMERGENCY SPILLWAY- 804.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
DETENTION POND RISER
STRUCTURE - POND 39A
NOT TO SCALE
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
100 YEAR STORM (802.99')
10 YEAR STORM (801.68')
(1) 18" HOLE (801')
3:1 SIDE
SLOPES
LDLDLDLDLDLDLDLDLDLDLDLDLD822820818816815814814
815
816
817
818
819
819
817
815
814 822820818816814LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD830
831
832
833
834
835
836
837
838
839
840
841
841
840
839
838
837
848
847
846
845
844
843
842
841
840
839
838
837
8378378
4
1
8
4
1 842BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 22602Know what's below.
before you dig.Call
R
21-0281_D-BMP
D-5LL STORMWATER BASINPOND 2A & 2-1AKnow what's below.
before you dig.Call
R
NOTE:POND MUST BE STABILIZED
WITHIN 14 DAYS OF CONSTRUCTION
DAM ELEV: 819'
SLOPE
3:1
POND BOTTOM- 814'
* FOR DEPTH AND ELEVATION PURPOSES ONLY.
THIS IS NOT AN ACCURATE DEPICTION OF THE POND CROSS-SECTION
SLOPE STABILIZATION NOTE: INTERIOR SLOPES SHALL BE
STABILIZED BY THE INSTALLATION OF MATTED SEED OR SOD.
DETENTION POND DETAIL - POND 2A
NTS
RISER SPILLWAY: 816.5'
INV OUT
813'
40' - 24" @ 2.5%
TOE OF DAM
814'
POND RISER STRUCTURE
EMERGENCY SPILLWAY: 817.5'
DETENTION POND - POND 2A
SCALE: 1"=30'
CONTRACTOR SHALL INSTALL 14' LONG,
18" DEEP VDOT CLASS 1 RIP RAP
TRANSITIONING FROM 6' WIDE TO 16'
WIDE.
3' CIRCULAR
RISER (SEE DETAILS)
SLOPES SHALL BE BLANKET MATTED
WITH NAG S150 OR GREATER
INV=813'
40' - 24" HDPE @ 2.5%
(1) ANTI-SEEP COLLAR
5.75' x 5.75'
CONCRETE MIN 4" THICK
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES 20' EMERGENCY SPILLWAY- 817.5
TO BE ARMORED WITH VDOT CLASS 1 RIP RAP
3:1 SIDE
SLOPES
3:1 SIDE
SLOPES
DETENTION POND - POND 2-1A CONVERSION
SCALE: 1"=30'
LEGEND:
EXIST / PROPOSED
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DROP INLET
CURB INLET
FLARED END SECTION (FES)
EXISTING STORM PIPE
PROPOSED STORM PIPE
JUNCTION BOX
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
WOODS LINE
100
98
DETENTION POND RISER
STRUCTURE - POND 2A
NOT TO SCALE
(1) 24" HOLE (814')
SEDIMENT BASIN TO DETENTION POND CONSTRUCTION SEQUENCE:
AT THE COMPLETION OF CONSTRUCTION (WHEN THE ENTIRE SITE IS STABILIZED) THE SEDIMENT
BASIN SHALL BE CONVERTED INTO A STORMWATER DETENTION POND. THE FOLLOWING STEPS
SHALL BE FOLLOWED:
1.DEWATER THE BASIN THROUGH SEDIMENT BAG.
2.BAG SHALL DISCHARGE INTO A STABLE AGGREGATE DISSIPATOR PAD OR A DENSELY
VEGETATED AREA.
3.REMOVE DEPOSITED SEDIMENT AND PROPERLY DISPOSE OFF-SITE.
4.ADJUST GRADES AS NECESSARY TO MATCH PLANS. THIS INCLUDES CHANGES TO ROCK
OUTLET STRUCTURE TO MATCH DETENTION POND PLANS IF CHANGED.
5.AS-BUILT CONDITIONS SHOULD BE VERIFIED PRIOR TO PLANTING TO ENSURE SIZE, SLOPES,
BOTTOM ELEVATION, ETC. ARE ADEQUATE.
6.INSTALL 3-4" OF TOPSOIL TO INTERIOR SLOPES, FERTLIZE, LIME, AND EITHER SOD OR
SEED AND MAT.
7.REMOVE ANTI-VORTEX DEVICE(S) AND GROUT DEWATERING ORIFICE. INSTALL PERMANENT
ORIFICE(S) AND TRASH RACK. ENSURE PERMANENT ORIFICE AND BOTTOM OF POND
ELEVATIONS MATCH PLANS.
8.WATER GRASS AS NECESSARY TO HELP ESTABLISHMENT. CONTRACTOR IS RESPONSIBLE
FOR ESTABLISHING HEALTHY STAND OF GRASS.
MAINTENANCE:
DURING AND AFTER CONSTRUCTION THE STORMWATER DETENTION BASIN MUST BE
PERIODICALLY CHECKED FOR PROPER FUNCTION. THE BASIN SHALL ALSO BE
INSPECTED AFTER RAIN EVENTS. PROPER FUNCTION WILL BE EVIDENT BY A DRY
POND CONDITION. PERIODS OF EXTENDED PONDING INDICATE A BLOCKED
DISCHARGE ORIFICE. ROUTINE INSPECTION TO BE DONE BY WALKING DOWN AND
VISUALLY INSPECTING. IF ORIFICE FOUND TO BE CLOGGED BY TRASH OR SEDIMENT
IT SHALL BE REMOVED AND PROPERLY DISPOSED OF.
IN THE EVENT THERE ARE SLOPE FAILURES OR LARGE MAINTENANCE ISSUES A
TRACKED EXCAVATOR SHALL BE USED TO ACCESS THE POND.
100 YEAR STORM (815.86')
10 YEAR STORM (814.66')
SEDIMENT TRAP CONVERSION:
CONTRACTOR SHALL FILL BOTTOM OF BASIN TO DRAIN
USING MATERIAL USED IN DAM CONSTRUCTION.
GRADING SHOWN IS APPROXIMATE ONLY. CONTRACTOR
TO USE AVAILABLE DAM MATERIAL FOR FILLING. NO
IMPORT IS NEEDED FOR CONVERSION.
CONTRACTOR TO EXCAVATE POND DAM
TO PROMOTE POSITIVE DRAINAGE.
REUSE EXISTING STONE FROM
SPILLWAY FOR OUTLET PROTECTION
BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_D-BMP
D-6 SITE DETAILSEXISTING GRADE
24'-26'
20'-22'2'2'
TYPICAL ACCESS ROAD
CROSS SECTION
NTS
GAME FENCE DETAIL
GATE DETAIL
3'3'3'3'19.875'7'-2 5 8"
3'
3'
EXISTING/PROPOSED
GRADE (3:1 MAX)
EXISTING/PROPOSED
GRADE (3:1 MAX)
TOP OF SKID (SEE STRUCTURAL DRAWINGS)
PILE FOUNDATIONS (SEE STRUCTURAL DRAWINGS)
GENERAL FILL
6" REVEAL @ TOP OF PILE PER STRUCTURAL DRAWI NGS
6" OF 3
4" CLEAR, CLEAN, CRUSHED STONE
2% (TYP)
3:1 MA
X
2% (TYP)
3:1
M
A
X
INVERTER SKID PLAN VIEW
(MORE DETAILS ON
STRUCTURAL/ELECTRICAL
PLAN)
NTS
INVERTER SKID CROSS
SECTION
NTS
INVERTER SKID
CONTAINS
SELF-CONTAIN
SECONDARY
CONTAINMENT
TANK
EXISTING GRADE
24'-26'
20'-22'2'2'
TYPICAL ACCESS ROAD
CROSS SECTION
(CONCRETE)
NTS
NOTES:
1.CONTROL JOINTS TO BE PROVIDED AT INTERVALS EQUAL TO THE WIDTH OF THE
CONCRETE BY SAWING, SCORING, "LEAVE-IN" INSERTS, OR CUTTER PLATES AND
SHALL EXTEND INTO THE CONCRETE 1/4 OF THE DEPTH.
2.AS SOON AS CONCRETE WILL NOT SLUMP, FACE FORMS ARE TO BE REMOVED,
IRREGULARITIES REMOVED, A LIGHT BROOM FINISH GIVEN, AND A LIQUID MEMBRANE
SEAL OR OTHER APPROVED CURING MEDIUM APPLIED.
3.SIDEWALKS ACROSS ENTRANCES SHALL HAVE A DEPTH OF 7" WITH A MAXIMUM
SLOPE OF 1:12.
4.THE CONTRACTOR SHALL PREVENT THE TEMPERATURE AT THE SURFACE OF THE
CONCRETE FROM FALLING BELOW 40°F DURING THE FIRST 72 HOURS IMMEDIATELY
FOLLOWING CONCRETE PLACEMENT. PROTECTIVE MATERIAL SHALL BE LEFT IN
PLACE FOR AN ADDITIONAL 48 HOURS IF FREEZING AIR TEMPERATURES ARE
EXPECTED TO CONTINUE.
SAWCUT CONTROL JOINT
1/4" WIDE x 1/4 SLAB DEPTH
MIN. 4" VDOT 57 STONE
8" CONCRETE SLAB
6x6-W1.4xW1.4 WWF
8"4"CONTROL JOINT DETAIL
SCALE: 3/4"=1'-0"
COMPACTED SUBGRADE
810
811
812
813
50'25'25'
EXISTING PAVEMENT
PROPOSED GRAVEL
ACCESS RD (CROSS
SECTION THIS
SHEET)
8" OF VDOT CLASS
A4 W/ WELDED
WIRE
REINFORCEMENT
EXISTING SOIL TO BE COMPACTED TO
95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D698)
WOVEN GEOTEXTILE FABRIC (US 200 OR EQUIVALENT)
MINIMUM 4" OF VDOT 57 STONE CONCRETE DRIVEWAY FLOW
SECTION ALONG CENTERLNIE
(SHOWN ON C-4.16)
NTS
MATCH EXISTING
810.4
811.4
BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_D-BMP
D-7 SITE/UTILITY DETAILSFREDERICK WATER NOTES:
1.CONTRACTOR SHALL CONTACT FREDERICK WATER TO
COORDINATE ANY WORK IN THE EXISTING WATER
EASEMENT. CONTRACTOR SHALL ENSURE THAT
FREDERICK WATER MAINTAINS ACCESS TO THEIR
EASEMENT. .
SUBMITTALS:
·TESTING PERSONNEL ON SITE ARE RESPONSIBLE FOR VERIFYING THAT PROPOSED MATERIALS MEET THE STANDARDS CALLED OUT ON PLANS, INCLUDING ANY
TESTING REQUIREMENTS.
·ANY SUBSTITUTIONS TO THE MATERIALS CALLED OUT ON PLANS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD (EOR) TO CONFIRM AS CONFORMING TO THE
PLANS.
BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_D-BMP
D-8 LANDSCAPING DETAILSGENERAL LANDSCAPING NOTES:
1.LANDSCAPE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES AND PROPOSED SITE LIGHTING POLE LOCATIONS LOCATED PRIOR TO INSTALLING PLANT MATERIAL.
2.CONTRACTOR SHALL COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN
ASSOCIATION OF NURSERYMEN (AAN).
3.CONTRACTOR SHALL NOT PLANT NEW PLANT MATERIAL IN CRITICAL ROOT ZONES OF EXISTING TREES TO BE SAVED AND PROTECTED ON SITE.
4.ANY DISTURBED AREAS NOT SCHEDULED FOR HARDSCAPE, PLANTING, SOD OR MULCH SHALL BE SEEDED LAWN.
5.CONTRACTOR SHALL AMEND ALL PROPOSED PLANT BEDS WITH ORGANIC SOIL AMENDMENT (COMPOST). ROTOTILL BEDS TO A DEPTH OF 8", ADD 2" OF COMPOST AND ROTOTILL
AGAIN. REMOVE ALL EXIST. WEEDS, GRASS AND ROOTS.
6.CONTRACTOR SHALL RAKE SMOOTH AND APPLY 1" TO 2" TOPSOIL TO ALL LAWN AREAS RECEIVING SEED. REMOVE ALL EXIST. WEEDS, GRASS AND ROOTS.
7.ALL PLANT AND BED LINE LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
8.ALL PLANTINGS SHALL BE INSTALLED WITH THE SPECIFIED LAYER OF MULCH. REFERENCE DETAILS FOR DEPTH AND TYPE OF MULCH. ALL TREES AND SHRUBS SHALL BE PLANTED IN
MULCH BEDS.
9.FINISHED GRADE IN LANDSCAPE ISLANDS THAT ARE TO RECEIVE MULCH SHALL BE SET SO THAT IT IS ONE INCH LOWER THAN THE TOP OF SURROUNDING CURBS. MULCH WITH 3" OF
TRIPLE SHREDDED HARDWOOD MULCH FROM A REPUTABLE LOCAL SOURCE.
10.CONTRACTOR SHALL PROVIDE WATER PERMEABLE WEED MAT FOR ALL PLANTING BEDS.
11.ALL LANDSCAPING SHALL CONFORM TO THE ZONING ORDINANCE §165-203.02.
12.ANY PROPOSED SHRUBS SHALL BE 18" TALL.
COMMON NAMESYM./KEY BOTANICAL
NAME MATURE HGTCALIPERINITIAL HEIGHT SPACINGROOT
SPECIFICATION
PLANTING SELECTION LIST
B&B AS SHOWNLILagerstroemia indica (SMALL DECIDS)Crape Myrtle
American ElderSambucus canadensisAE AS SHOWN18"
6'-15'
5'-12'
DECIDUOUS SHRUBS
B&B AS SHOWNAcer Palmatum (SMALL DECIDUOUS)Japenese Maple 20'-35'
B&B AS SHOWNTsuga Caroliniana (EVERGREEN)Carolina Hemlock 30'-70'
JM
CH
B&B AS SHOWNPinus Virginiana (EVERGREEN)Virginia Pine 30'-70'VP
B&B AS SHOWNMagnolia Virginiana (EVERGREEN)Sweetbay Magnolia 10'-60'SM
Virginia SweetspireItea Virginica AS SHOWN18"3'-8'
Wintergreen BarberryBerberis Julianae (EVERGREEN)AS SHOWN18"6'
BoxwoodBuxus Varieties (EVERGREEN)AS SHOWN18"VARIES
VS
WB
BW
Hybrid AzaleaAzalea Hybrids (EVERGREEN)AS SHOWN18"6'
Vernal Witch HazelHamamelis Vernalis AS SHOWN18"6'-10'HV
HA
B&B AS SHOWNEROQuercus rubra Northern Red Oak 50'-70'
EVERGREEN SHRUBS
EVERGREEN TREES
SMALL DECIDUOUS TREES
LARGE DECIDUOUS TREES
B&B AS SHOWNWAFraxinus Americana White Ash 60'-100'
B&B AS SHOWNAmerican Beech AS SHOWN 60'-80'Fagus GrandifoliaFG
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
COMMON NAMESYM./KEY BOTANICAL
NAME MATURE HGTCALIPERINITIAL HEIGHT SPACINGROOT
SPECIFICATION
PLANTING SCHEDULE NOTES:
CONTRACTOR SHALL UTILIZE EXISTING VEGETATION WHEREVER POSSIBLE ON THIS PROJECT. IN AREAS WHERE PLANTINGS ARE REQUIRED THE
CONTRACTOR SHALL SELECT PLANTS FROM THE LIST BELOW OR SUBMIT AN EQUAL PLANT THAT IS APPROVED BY THE OWNER, ENGINEER, &
FREDERICK COUNTY PLANNING.
Old Gold JuniperJuniperus x media (EVERGREEN)AS SHOWN18"VARIESGJ
LANDSCAPE BUFFER A1 LANDSCAPE BUFFER B1
LANDSCAPE BUFFER C1 LANDSCAPE BUFFER D1
LANDSCAPE BUFFER E1 LANDSCAPE BUFFER F1
LANDSCAPE BUFFER A2 LANDSCAPE BUFFER B2 LANDSCAPE BUFFER C2
LANDSCAPE BUFFERS FROM CUP #05-20
LANDSCAPE BUFFERS FROM CUP #11-21
PLANTING SCHEDULE
NOTE: LANDSCAPING MATERIALS SHALL BE SELECTED FOLLOWING PLANTING SELECTION LIST (THIS SHEET) OR APPROVED ALTERNATIVE READILY
AVAILABLE IN VICINITY OF PROJECT. CONTRACTOR SHALL CONTACT OWNER, ENGINEER, AND FREDERICK COUNTY PLANNING WITH ANY
ALTERNATIVES PRESENT. THIS SCHEDULE IS AN ESTIMATE OF THE QUANTITY OF PROPOSED TREES FOR THE VARIOUS BUFFERS SHOWN IN THIS
PLAN SHEET. MORE TREES MAY BE REQUIRED AT THE DIRECTION OF FREDERICK COUNTY PLANNING IF SCREENING IS NOT MET.
LANDSCAPING BUFFER SPACING DESCRIPTION QTY
DECIDUOUS
QTY
EVERGREEN
DECIDUOUS
PLANTED
CALIPER
EVERGREEN
PLANTED
HEIGHT
A1 BUFFER
B1 BUFFER
C1 BUFFER
D1 BUFFER
E1 BUFFER
F1 BUFFER
A2 BUFFER
B2 BUFFER
C2 BUFFER
TOTAL
84
60
25
1.25"
1.25"
1.25"
84
848
60
188
79
143
25
243
200
6'
6'
6'
6'
6'
6'
6'
6'
6'
15' ON CENTER
15' ON CENTER
15' ON CENTER
15' ON CENTER
15' ON CENTER
15' ON CENTER
15' ON CENTER
15' ON CENTER
15' ON CENTER
SEE ABOVE DETAILS
SEE ABOVE DETAILS
SEE ABOVE DETAILS
SEE ABOVE DETAILS
SEE ABOVE DETAILS
SEE ABOVE DETAILS
SEE ABOVE DETAILS
SEE ABOVE DETAILS
SEE ABOVE DETAILS
169 1870
OHPOHPOHP OHP OHP OHP OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP
OHP
OHP
OHP
OH
P
OHP OHP
OHP OHP OHP OHP OHP
OHP OHP OHP OHP
OHP
OHP OHP OHP OHP OHP
LDLDLDLDLDL
D
L
D
LD0+00 1+00 2+00 3+00 4+00 5+00
6+00
7+00
8+00
9+00
10+00
755
760
765
770
775
755
760
765
770
775
0+00769.7769.660+50768.6768.591+00767.9767.871+50767.7767.672+00767.4767.362+50767.0766.983+00766.1766.143+50764.8764.804+00763.2763.214+50762.6762.655+00762.0761.985+50761.8761.796+00761.3761.306+50760.8760.827+00760.1760.117+50760.0760.008+00759.8759.838+50759.1759.089+00759.0759.039+50759.0759.0410+00758.9758.86750
755
760
750
755
760
0+00757.0757.000+50756.4756.441+00755.4755.371+50754.1754.102+00753.6753.612+50753.8753.783+00753.9753.893+50753.9753.924+00753.0753.044+50752.9752.915+00753.0753.035+50753.6753.576+00753.9753.916+50754.1754.117+00754.8754.767+50754.9754.938+00755.0755.018+50755.3755.269+00756.0756.019+50756.0756.0310+00757.0757.0110+38.38757.0757.02LD
LD LDLD LD LD
LDLDLDLD
LD
LD
LD LD LD LD LD LD LD
0+00 1+00 2+00 3+00 4+00 5+00
6+00
7+00
8+00
9+00
10+00 10+38 BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_D-BMP
D-9 VDOT ENTRANCE DETAILSMARLBORO RD STA 0+00 - 10+00 (STRODE MCLOED LN EXISTING ENTRANCE- CONTRACTOR TO IMPROVE IF NECESSARY)℄ DRIVEWAY(EXISTING STRODE MCLOED LN)STA. - 5+00END SDLSTA. - 0+00HORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=5'
LINE OF SIGHT
PROPOSED/EXISTING GRADE ALONG
℄ SIGHT LINE
END SDRSTA. - 10+003.5'
HEIGHT
OF EYE
3.5'
HEIGHT
OF OBJECT
3.5'
HEIGHT
OF OBJECT
MARLBORO RD
45 MPH
SDR - 500'
45 MPH
SDL - 500'
SPRINGDALE RD STA 0+00 - 10+38.38 (SOUTHEAST ENTRANCE TO PHASE 1 ACROSS FROM BASEBALL FIELDS)℄ DRIVEWAYSTA. - 4+28.38END SDLSTA. - 0+00HORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=5'
LINE OF SIGHT
PROPOSED/EXISTING GRADE ALONG
℄ SIGHT LINE END SDRSTA. - 10+38.383.5'
HEIGHT
OF EYE
3.5'
HEIGHT
OF OBJECT
3.5'
HEIGHT
OF OBJECT
SPRINGDALE RD
55 MPH
SDR - 610'STOP CONDITION
SDL - 428.38'
R4
5
.
0
0
'
R45.0
0'
22.00'
R50'R50'
22.00'
ALL BRUSH AND VEGETATION
WITHIN SIGHT DISTANCE
LINES SHALL BE REMOVED
FOR LIFE OR PROJECT
ALL BRUSH AND VEGETATION
WITHIN SIGHT DISTANCE
LINES SHALL BE REMOVED
FOR LIFE OR PROJECT
6000
805.42
CPP N
A
I
L0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+0012+200+00
1+00
2+00
3+00
4+00
5+00
6+00
7+008+009+0010+0011+0012+0012+20 806807808809810811812812.50812.508128118108098088078068
1
8
8
1
5
8
1
3
8
1
0
8
0
8
8
0
6
823
820
817
815
81
2
81
0
80
8
80
6
80
7
81
0
81
2
81
2
.
5
0
81
2
.
5
0
8
1
3
8
1
4
81
5
81
7
81
7815
812
812815817815
815
813
810
809
808 807
810
80
7808
805
810
815
820
825
830
805
810
815
820
825
830
0+00824.0824.040+50823.0823.031+00822.0822.001+50821.0821.002+00820.0819.992+50819.0818.983+00818.0817.953+50817.0816.984+00816.0815.984+50814.9814.955+00814.0813.955+50813.0812.996+00812.0811.976+50811.0811.007+00810.0809.987+50809.0808.998+00808.3808.298+50808.0807.999+00807.0807.009+50807.0807.0010+00807.1807.0810+50807.0807.0211+00807.0807.0211+50809.9809.9512+00813.7813.6512+20814.5814.53805
810
815
820
825
830
805
810
815
820
825
830
0+00813.4813.440+50811.2811.181+00808.0807.971+50807.0807.002+00807.4807.372+50807.0807.003+00807.2807.233+50808.0807.994+00809.3809.354+50810.4810.365+00811.0811.035+50811.4811.426+00811.2811.256+50812.0812.007+00813.3813.277+50814.5814.518+00815.9815.878+50817.0817.019+00818.1818.059+50819.1819.0610+00820.0820.0310+50821.1821.0611+00822.1822.0611+50823.0823.0412+00824.0824.0312+20824.1824.10BYDATEREVISIONS132456PROJECT NO.
SHEET NO.DRAWING ALTERATIONIT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFLICENSED ARCHITECT, PROFESSIONALENGINEER, LANDSCAPE ARCHITECT, ORLAND SURVEYOR TO ALTER ANY ITEM ONTHIS DOCUMENT IN ANY WAY. ANY LICENSEEWHO ALTERS THIS DOCUMENT IS REQUIREDBY LAW TO AFFIX HIS OR HER SEAL AND THENOTATION "ALTERED BY" FOLLOWED BY HISOR HER SIGNATURE AND SPECIFICDESCRIPTION OF THE ALTERATIONS.PROJECT ENGINEER/ARCHITECTPROJECT MANAGERDRAWN BY7DRAWING NAME:COPYRIGHT 2017SUMMIT DESIGN ANDENGINEERING SERVICESCMWH (MATT.HASTINGS@SUMMITDE.COM)MWH (MATT.HASTINGS@SUMMITDE.COM)21-0281.V01BARTONSVILLE SOLARSPRINGDALE ROADSITE DEVELOPMENT PLANSFIRST ISSUE DATEJSE (SETH.EPPERSON@SUMMITDE.COM)02-17-2022WINCHESTER, VIRGINIA 2260221-0281_D-BMP
D-10 VDOT ENTRANCE DETAILSSPRINGDALE RD STA 0+00 - 12+20 (SOUTHERN ENTRANCE)℄ DRIVEWAYSTA. - 6+10END SDLSTA. - 0+00HORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=5'
LINE OF SIGHT
PROPOSED GRADE ALONG
℄ SIGHT LINE END SDRSTA. - 12+203.5'
HEIGHT
OF EYE
3.5'
HEIGHT
OF OBJECT
3.5'
HEIGHT
OF OBJECT
SPRINGDALE RD
55 M
P
H
SDR
-
6
1
0
'
55 MPH
SDL - 610'℄ DRIVEWAYSTA. - 6+10END SDLSTA. - 0+00HORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=5'
LINE OF SIGHT
PROPOSED GRADE ALONG
℄ SIGHT LINE END SDRSTA. - 12+203.5'
HEIGHT
OF EYE
3.5'
HEIGHT
OF OBJECT
3.5'
HEIGHT
OF OBJECT
EXISTING GRADE ALONG
℄ SIGHT LINE
EXISTING GRADE ALONG
℄ SIGHT LINE
SPRINGDALE RD STA 0+00 - 12+20 (NORTHERN ENTRANCE)
ALL BRUSH AND VEGETATION
WITHIN SIGHT DISTANCE
LINES SHALL BE REMOVED
FOR LIFE OR PROJECT