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SCALE: 1" = 500'
COPYRIGHT 2023
MICROSOFT CORPORATION
SHEET INDEX
SHEET TITLE SHEET NUMBER
COVER SHEET C1.1
GENERAL NOTES C1.2
GENERAL NOTES AND LEGEND C1.3
BOUNDARY AND TOPOGRAPHIC SURVEY (BY OTHERS)C2.1
DEMOLITION PLAN C2.2
SITE PLAN C3.1
FIRELANE PLAN C3.2
TRUCK MOVEMENT PLAN C3.3
GRADING AND DRAINAGE PLAN C4.1
ADA GRADING PLAN C4.2
PRE/POST DEVELOPMENT DRAINAGE PLAN C4.3
SWM COMPUTATIONS C4.4 - C4.6
UTILITY PLAN C5.1
ENLARGED OFFICE AREA UTILITY PLAN C5.2
UTILITY CROSSING PLAN C5.3
UTILITY COMPUTATIONS C5.4
UTILITY PROFILES C5.5 - C5.6
EROSION AND SEDIMENT CONTROL PLAN PHASE I C6.1
EROSION AND SEDIMENT CONTROL PLAN PHASE II C6.2
EROSION AND SEDIMENT CONTROL NOTES C6.3
EROSION AND SEDIMENT CONTROL DETAILS C6.4
LANDSCAPE PLAN C7.1
LANDSCAPE NOTES AND DETAILS C7.2
LIGHTING PLAN (BY OTHERS)C7.3 - C7.10
CONSTRUCTION DETAILS SHEET C9.1
UTILITY DETAILS SHEET C9.2
OWNER
WINCHESTER COLD STORAGE, LLC
605 NORTH LOUDOUN STREET
WINCHESTER, VA 22601
CONTACT: PETER S. YATES
PHONE: (540) 546-8388
EMAIL: pyates@wcslogistics.com
DEVELOPER
ARCO NATIONAL CONSTRUCTION
7930 CLAYTON ROAD, 3RD FLOOR
RICHMOND HEIGHTS, MO 63117
CONTACT: CODY HUHN
PHONE: (314) 219-7980
EMAIL: chuhn@arco1.com
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE 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 THE WORK AS DEFINED BY THE DRAWINGS AND IN
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
COMPREHENSIVE SITE PLAN
#51-23
FOR
LOCATION MAP
CONTACT: KATHERINE S. ROBERTS P.E.
PREPARED BY
REFERENCES
¨BOUNDARY & TOPOGRAPHIC SURVEY:
"ARCO WINCHESTER COLD STORAGE"
274 BROOKE ROAD, STONEWALL MAGISTERIAL
DISTRICT
FREDERICK COUNTY, VIRGINIA
PREPARED BY: BOHLER
12825 WORLDGATE DRIVE, SUITE 700
HERNDON, VA 20170
DATED: 10/13/2023; REVISED 12/01/2023
VAB230143.00
ELEVATIONS: NAVD88
¨PREVIOUSLY APPROVED PLAN:
APPROVED CONDITIONAL USE PERMIT ( CUP
#03-21) FOR TRACTOR TRUCK AND TRACTOR
TRUCK TRAILER PARKING*
*UPON APPROVAL OF THIS SITE PLAN, SP #16-21
WILL BE VOID
PREPARED BY: GREY WOLFE, INC.
1073 REDBUD ROAD
WINCHESTER, VA 22603
DATED: 07/12/2021 REVISED: 11/1/2021
¨ARCHITECTURAL PLAN:
"GA1326_XBASE_FLOOR PLAN.DWG"
PREPARED BY: GMA ARCHITECTS
GOVERNING AGENCIES
¨PLANNING AND DEVELOPMENT
107 NORTH KENT DRIVE, SUITE 202
WINCHESTER, VA 22601
PHONE:(540) 665-5651
FAX:(540) 665-6395
¨BUILDING DEPARTMENT
107 NORTH KENT DRIVE, SUITE 200
WINCHESTER, VA 22601
PHONE: (540) 665-5650
FAX:(540) 678-0682
¨FIRE DEPARTMENT
1080 COVERSTONE DRIVE
WINCHESTER, VA 22602
PHONE:(540) 665-5618
FAX:(540) 678-4739
¨PUBLIC WORKS
107 NORTH KENT DRIVE, SUITE 200
WINCHESTER, VA 22601
PHONE:(540) 665-5643
FAX: (540) 678-0682
ROW JURISDICTION
¨VDOT
6336 N FREDERICK PARK,
WINCHESTER, VA 22603
(540) 535-1824
UTILITIES
¨WASHINGTON GAS
350 HILLANDALE LN,
WINCHESTER, VA 22602
PHONE:(540) 869-1111
¨RAPPAHANNOCK ELECTRIC
COOPERATIVE
BLUDE RIDGE OFFICE
137 KELLEY COURT
FRONT ROYAL, VA 22630
PHONE:(540) 622-2001
¨VERIZON
120 N BRADDOCK ST
WINCHESTER, VA 22601
PHONE:(301) 954-6282
¨GLO FIBER
185 N LOUDOUN ST
WINCHESTER, VA 22601
(877) 492-6845
¨SANITARY SEWER AND WATER
FREDERICK WATER
315 TASKER ROAD
STEPHENS CITY, VA 22655
PHONE:(540) 868-1061
¨SVEC
3463 VALLEY PIKE
WINCHESTER, VA 22602
(800) 234-7832
* THE ABOVE REFERENCED DOCUMENTS ARE
INCORPORATED BY REFERENCE AS PART OF THESE
PLANS, HOWEVER, BOHLER ENGINEERING DOES NOT
CERTIFY THE ACCURACY OF THE WORK REFERENCED
OR DERIVED FROM THESE DOCUMENTS, BY OTHERS.
REFERENCES
AND CONTACTS
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONSHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONAPPROVED BY THE FREDERICK COUNTY ZONING
ADMINISTRATOR:
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE.
SIGNATURE DATE
TOTAL SHEETS: 36 COVER SHEETC1.1 CNDSCOVER SHEET
ARCO NATIONAL CONSTRUCTION, LLC
PROPOSED
COLD STORAGE FACILITY
LOCATION OF SITE
188 BROOKE ROAD
WINCHESTER, VIRGINIA 22603
FREDERICK COUNTY
STONEWALL MAGISTERIAL DISTRICT
TAX MAP # 54 4 4
GENERAL NOTES (Rev. 1/2023)
1.THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING,
(HEREIN “BOHLER”) PRIOR TO THE DATE ON WHICH THE PROFESSIONAL OF RECORD AND BOHLER PREPARED THESE PLANS. THE CONTRACTOR MUST
FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER , IN WRITING, IF ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE
SHOWN ON THESE PLANS, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.
2.THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE CONTRACTOR MUST
ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS, THESE NOTES, AND THE
REQUIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL
NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE
DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF
CONSTRUCTION.
3.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST CONFIRM WITH THE PROFESSIONAL OF RECORD AND BOHLER THAT
THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR CONSTRUCTION.
THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY.
4.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE
CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO
CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND
APPROVALS ON SITE AT ALL TIMES.
5.THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS/REPORTS AND
CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND
STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE
CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME.
6.PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFULLY REVIEWING THE
MOST CURRENT ARCHITECTURAL, CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS (INCLUDING, BUT NOT LIMITED TO, MECHANICAL,
ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLANS, WHERE APPLICABLE). THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER,
ARCHITECT AND PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST
BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE CONSTRUCTION DOCUMENTS.
7.CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD FOR EXACT
LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS.
8.THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, IF ANY CONFLICTS,
DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE
CONTRACTOR FOR WORK WHICH HAS TO BE RE-DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS OR GRADES SHOWN INCORRECTLY ON
THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING THE PROFESSIONAL OF RECORD AND BOHLER WRITTEN NOTIFICATION OF SAME AND (B)
PROFESSIONAL OF RECORD AND BOHLER, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH
ADDITIONAL WORK.
9.THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST NOT SCALE OFF THE
DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE CHECKED AND CONFIRMED BY THE
GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS, FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT
OF SITE WORK. SITE PLAN DRAWINGS ARE NOT INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE
CONTRACTOR MUST MAKE CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS.
10.THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED
FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
11.WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND RECOMMENDATIONS SET FORTH
THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE
STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A) THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND
RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE
PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL
REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED,
THEN THE CONTRACTOR MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL
LAWS AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT.
12.THE PROFESSIONAL OF RECORD AND BOHLER ARE NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO
LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY.
13.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED
DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO
ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT
CONTRACTOR'S SOLE COST AND EXPENSE.
14.THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC.
WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. THE CONTRACTOR IS RESPONSIBLE
FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES,
BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE
INVOLVED WITH THE PROJECT.
15.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED MATERIAL, EXCESS
SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE,
AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER THE CONTRACTOR.
16.IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT DISPOSAL ACTIVITIES,
TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST.
17.THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY
DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND MUST BEAR
ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND
ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW
OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER
THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS, RULES,
REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE CONTRACTOR
MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE
START OF CONSTRUCTION.
18.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITIES FOR
JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE PROFESSIONAL OF RECORD AND BOHLER HAVE NOT BEEN
RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF THE PROFESSIONAL OF RECORD'S AND
BOHLER SERVICES AS RELATED TO THE PROJECT. THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT
ANY JOB SITE SAFETY ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME.
19.THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE PROFESSIONAL OF RECORD AND BOHLER, ANY DISCREPANCIES THAT MAY OR
COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE CONTRACTOR PROCEEDS WITH CONSTRUCTION
WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE
CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER FOR ANY AND ALL DAMAGES, COSTS,
INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY
THIRD PARTY AND FIRST PARTY CLAIMS.
20.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM THE CONTRACTOR'S
FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT CODES, RULES, STATUTES AND THE LIKE. IF
THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND
THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD
THE PROFESSIONAL OF RECORD AND BOHLER HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT THE PROFESSIONAL OF
RECORD AND BOHLER SUFFER AND ANY AND ALL COSTS THAT THE PROFESSIONAL OF RECORD AND BOHLER INCUR AS RELATED TO SAME.
21.ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE STATUTORY WORKER'S
COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) INCLUDING ALSO ALL
UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER , AND ITS PAST, PRESENT AND FUTURE
OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES,
AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO
PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY OBLIGATIONS
ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER WITH CERTIFICATIONS OF INSURANCE OR
CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL
OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER
ALL PERMITS ARE ISSUED, WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT
PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS,
DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES,
AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS,
PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION,
LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY
CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL
CLAIMS RELATED TO THE PROJECT. THE CONTRACTOR MUST NOTIFY THE PROFESSIONAL OF RECORD, IN WRITING, AT LEAST THIRTY (30) DAYS
PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER.
22.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES,
GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON
THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY
RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
23.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER, NOR THE PRESENCE OF BOHLER AND/OR ITS PAST, PRESENT AND FUTURE OWNERS,
OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES,
SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN “BOHLER
PARTIES”), RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR
PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS AND COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH
JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER PARTIES HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY
RESPONSIBILITY FOR) ANY CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND
SAFETY PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST INDEMNIFY,
DEFEND, PROTECT AND HOLD HARMLESS BOHLER PARTIES FOR AND FROM ANY LIABILITY TO BOHLER PARTIES RESULTING FROM THE
CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR ANY NOTES IN THE PLAN SET AND, FURTHER, THE
CONTRACTOR MUST NAME BOHLER AS AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE
AS DESCRIBED ABOVE.
24.WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER'S SCOPE OF SERVICES CONTRACT WITH THE OWNER/DEVELOPER, BOHLER WILL REVIEW OR
TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA,
WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN
INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR
TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING
REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR
LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT
RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY
BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL
SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED.
25.IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST
OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN THE PROFESSIONAL
OF RECORD'S AND BOHLER SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY
WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE
PROFESSIONAL OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS'
FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME.
26.THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH
FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST
FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY.
27.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS
IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT
RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE
ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY
AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT THE PROFESSIONAL
OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE.
28.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO
APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF
THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS
TO SAME.
29.THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY
WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. THE PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR
OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK.
30.THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH
MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO
DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD THE
PROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS AND
COSTS THAT THE PROFESSIONAL OF RECORD INCURS AS A RESULT OF SAID FAILURE.
31.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE
ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS
DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST
ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED
TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER,
THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO.
32.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF THE
WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS
THE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED
PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY
NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES.
VIRGINIA, LLC
DEMOLITION NOTES (Rev. 1/2023)
1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2.THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM
INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR
MUST OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY(IES) PRIOR TO THE
COMMENCEMENT OF ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY.
3.WHEN DEMOLITION-RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY, THE CONTRACTOR MUST
PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL
HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL
REGULATIONS.
4.THE DEMOLITION (AND/OR REMOVALS) PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY
CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN.
A.THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES
ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS.
B.THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING,
TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS, METHODS, SEQUENCING,
TECHNIQUES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE,
FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER
SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC.
5.THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR
COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE
CONTRACTOR, AT THE CONTRACTOR'S SOLE COST, MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO
REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE
RESTORATION OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE-DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST
PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE.
6.THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE
CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, COMPLYING WITH ALL OSHA
REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR
NEAR TO THE SAME.
7.THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION
AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS
NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR
MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF
ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA.
8.PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING,
RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR
QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD
PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE PROFESSIONAL OF
RECORD AND BOHLER, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE PROFESSIONAL OF
RECORD AND BY BOHLER, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE
REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,
RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
9.THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS
RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED
FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES
AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY
COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
10.PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST:
A.OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE PROFESSIONAL OF RECORD AND
ALL PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION
WORK.
B.NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT
LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK.
C.INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN
SAID CONTROLS UNTIL SITE IS STABILIZED
D.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR
UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION.
E.LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY
AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT
ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY
NOTIFICATION SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES.
F.PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY
DEMOLITION ACTIVITIES.
G.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR
PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE
METHODS AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE PROFESSIONAL OF RECORD'S OR BOHLER
RESPONSIBILITY. IN THE EVENT OF ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER
WITH IMMEDIATE WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND
ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS.
H.ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK"
HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF, AND TO THE AFFECTED
PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER.
I.IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN
THE PROJECT PLANS AND SPECIFICATIONS OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST
IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE
OWNER, PROFESSIONAL OF RECORD AND BOHLER, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER AND
COMPLIANT REMOVAL OF SAME.
11.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS,
FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND
CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S
STRUCTURAL OR GEOTECHNICAL ENGINEER.
12.DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE,
WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES
WITH JURISDICTION.
13.THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL
MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL
NEW IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED
IN THE GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE
PERFORMED SO AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE
POSITIVE DRAINAGE. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND
RESULTS TO THE PROFESSIONAL OF RECORD AND THE OWNER.
14.EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE,
NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY
DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT
AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS
ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO
MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE.
15.IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES
TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE
CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE
DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR
"PRE-DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST.
16.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE
SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED,
INCLUDING BUT NOT LIMITED TO, THE PUBLIC RIGHT-OF-WAY.
17.THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS WHICH INDICATES THE LOCATION OF EXISTING UTILITIES THAT ARE
CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE
PREPARED IN A NEAT AND WORKMAN-LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE
WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST.
18.THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED,
IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE
AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST.
SITE LAYOUT NOTES (Rev. 1/2020)
1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2.PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND
ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL
EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES
TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY.
3.ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS,
GUIDELINES, RULES, REGULATIONS, STANDARDS AND THE LIKE.
4.THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD-VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE
RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT.
5.ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN
DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT
ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE.
GRADING NOTES (Rev. 1/2023)
1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS
SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN
REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND
RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE
REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT.
3.THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITE
MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE
PROFESSIONAL OF RECORD, BOHLER AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK.
4.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT
ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION
OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE
PROFESSIONAL OF RECORD AND BOHLER, IN WRITING.
5.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS
AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT
ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE
SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE
WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE
BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS
AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES,
STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE
MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD
SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE
REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK
ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE
RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS,
ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR
ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.
6.IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING
PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD
AND BOHLER, IN WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S).
7.THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE
PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS.
SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 1/2023)
1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2.EROSION CONTROL MEASURES MUST CONFORM TO THE GUIDELINES FOR URBAN EROSION AND SEDIMENT
CONTROL UNLESS OTHERWISE NOTED, OR UNLESS THE PROFESSIONAL OF RECORD CLEARLY AND SPECIFICALLY, IN WRITING,
DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS
INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES.
3.THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY ACRES.
4.THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE:
A.STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED
AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE
RETAINED ON-SITE.
B.SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE,
TEMPORARY FILL AND SOIL STOCKPILES.
C.INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE
INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE
FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA.
5.INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S
RECOMMENDATIONS.
6.THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT
DEPOSITS GREATER THAN COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE
ANY SILT FROM DROP INLET PROTECTION.
7.THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO
FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE
CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST
MANAGEMENT PRACTICES.
8.THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF THE PROFESSIONAL OF RECORD SO REQUIRES,
TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE.
9.THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE
UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE
EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS
RESPONSIBLE FOR ALL SUCH COSTS.
10.THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF
CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION.
11.THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT
VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION.
12.THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL
FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE
NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL
DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE.
13.THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE
AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS.
14.THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION.
15.THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR
OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT.
16.SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE
OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES.
17.THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE
WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED.
VIRGINIA
6.73
6"
LIGHTING NOTES (Rev. 1/2023)
1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2.THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE PLANS,
INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL AGENCY AND
GOVERNMENTAL REGULATIONS.
3.THE LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE
NOTED MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE
TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES
AND OTHER RELATED VARIABLE FIELD CONDITIONS.
4.THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ANALYZED ON A HORIZONTAL GEOMETRIC
PLANE AT GROUND LEVEL UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES (FC).
5.THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION
PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND
RE-LAMPING ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN
IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'S
ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S.
6.THE LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING
AND OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTING
CONTRACTOR'S RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THE LIGHTING CONTRACTOR
MUST COORDINATE WITH THE PROJECT ARCHITECT AND/OR ELECTRICAL ENGINEER REGARDING ANY AND ALL POWER SOURCES
AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND
LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES AND APPURTENANCES IN
ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES.
7.THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES,
OR OTHER STRUCTURE(S) TO THE PROFESSIONAL OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
8.THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON
THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED.
ACCESSIBILITY DESIGN GUIDELINES (Rev. 1/2023)
1.ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE
MORE STRINGENT OF: (A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET
SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B) ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS
TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE COMPLETED.
2.THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND
CONSISTENCY WITH INDUSTRY GUIDELINES.
3.THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA)
COMPONENTS AND ACCESSIBLE ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM
PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, AND INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE
BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE
NOT LIMITED TO THE FOLLOWING:
A.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.
B.PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36-INCHES MINIMUM WIDTH (48-INCHES PREFERRED), OR AS
SPECIFIED BY THE GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST
NOT REDUCE THIS MINIMUM WIDTH. THE SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT
EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE
RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL, OPENINGS MUST NOT EXCEED 1/2-INCH IN WIDTH.
VERTICAL CHANGES OF UP TO 1/2-INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4-INCH BEVEL AT A SLOPE NOT
STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4-INCH ARE PERMITTED.
C.ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30-INCHES. LEVEL LANDINGS MUST BE
PROVIDED AT EACH END OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES,
AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT
LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60-INCHES BY 60-INCHES. HAND RAILS ON BOTH SIDES OF THE
RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6-INCHES.
D.ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST
NOT EXCEED 1:10 (10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36-INCHES LONG
(48-INCHES PREFERRED). IN ALTERATIONS, WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT
EXCEED A SLOPE OF 1:12 (8.3%).
E.DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH
OF TRAVEL. THIS LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE.
THIS LANDING AREA MUST BE NO FEWER THAN 60-INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED
BY ACCESSIBLE STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER
REFERENCES INCORPORATED BY CODE).
F.WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO
ACCESSIBLE COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING
ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR
ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST
IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, OF ANY DISCREPANCIES AND/OR FIELD
CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING
ANY WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE
BARRIER FREE REGULATIONS AND THE ACCESSIBLE GUIDELINES.
G.THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF
ANY NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE
PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY
RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE NON-CONFORMING CONCRETE AND/OR PAVEMENT
SURFACES.
4.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS
CONSISTENT WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION.
DRAINAGE AND UTILITY NOTES (Rev. 1/2023)
1.THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY
VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY
CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION
POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING ANY CONSTRUCTION. THE
CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE PROFESSIONAL OF RECORD
AND BOHLER.
3.THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED
TO, GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF
DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE
REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE
CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING
CONSTRUCTION, AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR
ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION.
4.THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND
UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION.
5.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.
6.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT
BUILDING UTILITY CONNECTION LOCATIONS; GREASE TRAP REQUIREMENTS; AND DETAILS, DOOR ACCESS, AND EXTERIOR
GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION
OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE
ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL
UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE
REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE
UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS
BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION
POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROFESSIONAL OF RECORD AND BOHLER, IN WRITING, AND
PRIOR TO CONSTRUCTION, MUST RESOLVE SAME.
7.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE
APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS,
FILL AND COMPACTION MUST COMPLY WITH APPLICABLE REQUIREMENTS AND SPECIFICATIONS. THE PROFESSIONAL OF
RECORD AND BOHLER ARE NOT RESPONSIBLE FOR DESIGN OF TRENCH BACKFILL OR FOR COMPACTION REQUIREMENTS
8.DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS
AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND
INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE
INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE APPROPRIATE PLAN(S),
WHICH THE CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK.
9.THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY,
WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT
DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE
AGENCY WITH JURISDICTION OVER SAME.
10.FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE
RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS.
11.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY.
THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR
TO COMMENCING CONSTRUCTION.
12.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT MUST BE ADJUSTED, AS NECESSARY, TO
MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE
STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONGENERALNOTES CNDSC1.2
GENERAL NOTES
VDOT GENERAL NOTES (Rev. 6/19/2013)
V1.ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND
SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A
DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL
GOVERN.
V2.ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS.
V3.WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN
ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. A TRANSPORTATION MANAGEMENT PLAN
NEEDS TO BE SUBMITTED FOR APPROVAL AND LAND USE PERMIT ISSUED PRIOR TO ANY EXECUTION OF WORK WITHIN THE VDOT
RIGHT OF WAY.
V4 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL
POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE
RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE
PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS
RESPONSIBILITY.
V5.DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO
CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER.
V6.IF REQUIRED BY THE LOCAL VDOT LAND DEVELOPMENT OFFICE, A PRE-CONSTRUCTION CONFERENCE SHALL BE ARRANGED AND
HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR (S), VARIOUS COUNTY AGENCIES,
UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK.
V7.THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT LAND DEVELOPMENT OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY
UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR
REQUESTED INSPECTION.
V8. THE CONTRACTOR SHALL NOTIFY THE TRAFFIC OPERATIONS CENTER AT (540) 332-9500 FOR ANY TRAFFIC CONTROL PLAN THAT
IMPACTS A VDOT MAINTAINED INTERSTATE OR PRIMARY ROADWAY TO PROVIDE NOTIFICATION OF THE INSTALLATION AND REMOVAL
OF THE WORK ZONE.
V9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A VDOT PERMITTED TEMPORARY CONSTRUCTION ENTRANCE(S) IN
ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO
OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
V10.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF
CONSTRUCTION.
V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY-SIX (36)
INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS.
V12.ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED
DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT.
WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY
VDOT.
V13.ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A VDOT REPRESENTATIVE
PRIOR TO PLACEMENT OF FILL. A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SOIL SAMPLE(S) OBTAINED FOR
CBR'S IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE
SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT AND THAT
TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES.
V14.ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN
ACCORDANCE WITH THE LIFT THICKNESSES, DENSITY AND MOISTURE REQUIREMENTS AS SPECIFIED IN THE CURRENT VDOT ROAD
AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED
OTHERWISE.
V15.VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY
VDOT.
V16. A POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION SHALL BE CONDUCTED BY THE CONTRACTOR ON ALL PIPES IDENTIFIED
ON THE PLANS AS STORM SEWER PIPE AND A SELECT NUMBER OF PIPE CULVERTS. FOR PIPE CULVERTS, A MINIMUM OF ONE PIPE
INSTALLATION FOR EACH SIZE OF EACH MATERIAL TYPE WILL BE INSPECTED OR TEN PERCENT OF THE TOTAL AMOUNT FOR EACH
SIZE AND MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS ON THE PLANS NOT IDENTIFIED AS STORM SEWER PIPE SHALL BE
CONSIDERED AS CULVERT PIPE FOR INSPECTION PURPOSES. ADDITIONAL TESTING MAY BE REQUIRED AS DIRECTED BY THE AREA
LAND USE ENGINEER OR THEIR REPRESENTATIVE.
V17.THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT
MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER.
V18.PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS SHALL BE
INSTALLED BY THE DEVELOPER IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
V19.THE DEVELOPER SHALL PROVIDE THE VDOT LAND DEVELOPMENT OFFICE WITH A LIST OF ALL MATERIAL SOURCES PRIOR TO THE
START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY
MUST BE PROVIDED TO THE LOCAL VDOT LAND DEVELOPMENT OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL
PRICES MAY BE OBSCURED.
V20.AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY
WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE
SPECIFICATIONS AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST
REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO CHECKING STONE DEPTHS, A
VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND
TESTING OF THE DENSITY CONTROL STRIP.
V21.ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE VDOT ROAD AND BRIDGE
SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76.
A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED
TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE
PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP.
V22.IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36) INCHES AND LARGER SHALL BE
EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE
CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO
PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. WHERE SOFT, YIELDING, OR
OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION
SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
V23.VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE PLANS IN ACCORDANCE
WITH VDOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS
MOSTLY COMPLETE.
V24.APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL LETTER.
V25.VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT.
V26.THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF EXPLORATORY BORINGS ADVANCED BELOW
PROPOSED FOUNDATION ELEVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL
SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR
APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1.
CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND CAST-IN-PLACE BOX IS PROPOSED, THE THICKNESS OF
BEDDING SHALL BE SIX (6) INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE
FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY
VDOT.
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONPROPOSED NOTE
CURB AND GUTTER
SPILL TRANSITION
DEPRESSED CURB AND GUTTER
X
TYPICAL NOTE TEXT
NEIGHBORING
PROPERTY LINE /
INTERIOR PARCEL LINE
STANDARD DRAWING LEGEND
FOR ENTIRE PLAN SET
ONSITE PROPERTY
LINE / R.O.W. LINE
EASEMENT
LINE
SETBACK
LINE
CONCRETE CURB &
GUTTER
UTILITY POLE
WITH LIGHT
POLE
LIGHT
TRAFFIC
LIGHT
UTILITY
POLE
TYPICAL
LIGHT
ACORN
LIGHT
TYPICAL
SIGN
PARKING
COUNTS
BORING
BENCHMARK
C
SL
W
E
G
OH
T
OR
E
T
EP
EB
SAN
#
X
#
SANITARY
LABEL
STORM
LABEL
SANITARY SEWER
LATERAL
UNDERGROUND
WATER LINE
UNDERGROUND
ELECTRIC LINE
UNDERGROUND
GAS LINE
OVERHEAD
WIRE
UNDERGROUND
TELEPHONE LINE
UNDERGROUND
CABLE LINE
STORM
SEWER
SANITARY
SEWER MAIN
HYDRANT
SANITARY
MANHOLE
STORM
MANHOLE
WATER
METER
WATER
VALVE
GAS
VALVE
GAS
METER
TYPICAL END
SECTION
HEADWALL OR
ENDWALL
GRATE
INLET
CURB
INLET
CLEAN
OUT
ELECTRIC
MANHOLE
TELEPHONE
MANHOLE
ELECTRIC
BOX
ELECTRIC
PEDESTAL
MONITORING
WELL
TEST
PIT
S
D
S
TC
BC
516.00
515.55
TC 516.00
190CONTOUR
LINE
SPOT
ELEVATIONS
187
STANDARD
ABBREVIATIONS
FOR ENTIRE PLAN SET
AC ACRES
ADA AMERICANS WITH
DISABILITY ACT
ARCH ARCHITECTURAL
BC BOTTOM OF CURB
BF BASEMENT FLOOR
BK BLOCK
BL BASELINE
BLDG BUILDING
BM BUILDING BENCHMARK
BRL BUILDING RESTRICTION LINE
CF CUBIC FEET
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CONN CONNECTION
CONC CONCRETE
CPP CORRUGATED PLASTIC PIPE
CY CUBIC YARDS
DEC DECORATIVE
DEP DEPRESSED
DIP DUCTILE IRON PIPE
DOM DOMESTIC
ELEC ELECTRIC
ELEV ELEVATION
EP EDGE OF PAVEMENT
ES EDGE OF SHOULDER
EW END WALL
EX EXISTING
FES FLARED END SECTION
FF FINISHED FLOOR
FH FIRE HYDRANT
FG FINISHED GRADE
G GRADE
GF GARAGE FLOOR (AT DOOR)
GH GRADE HIGHER SIDE OF WALL
GL GRADE LOWER SIDE OF WALL
GRT GRATE
GV GATE VALVE
HDPE HIGH DENSITY
POLYETHYLENE PIPE
HP HIGH POINT
HOR HORIZONTAL
HW HEADWALL
INT INTERSECTION
INV INVERT
LF LINEAR FOOT
LOC LIMITS OF CLEARING
LOD LIMITS OF DISTURBANCE
LOS LINE OF SIGHT
LP LOW POINT
L/S LANDSCAPE
MAX MAXIMUM
MIN MINIMUM
MH MANHOLE
MJ MECHANICAL JOINT
OC ON CENTER
PA POINT OF ANALYSIS
PC POINT OF CURVATURE
PCCR POINT OF COMPOUND
CURVATURE, CURB RETURN
PI POINT OF INTERSECTION
POG POINT OF GRADE
PROP PROPOSED
PT POINT OF TANGENCY
PTCR POINT OF TANGENCY,
CURB RETURN
PVC POLYVINYL CHLORIDE PIPE
PVI POINT OF VERTICAL
INTERSECTION
PVT POINT OF VERTICAL TANGENCY
R RADIUS
RCP REINFORCED CONCRETE PIPE
RET WALL RETAINING WALL
R/W RIGHT OF WAY
S SLOPE
SAN SANITARY SEWER
SF SQUARE FEET
STA STATION
STM STORM
S/W SIDEWALK
TBA TO BE ABANDONED
TBR TO BE REMOVED
TBRL TO BE RELOCATED
TBV TO BE VACATED
TC TOP OF CURB
TELE TELEPHONE
TPF TREE PROTECTION FENCE
TW TOP OF WALL
TYP TYPICAL
UG UNDERGROUND
UP UTILITY POLE
W WIDE
W/L WATER LINE
W/M WATER METER
±PLUS OR MINUS
°DEGREE
Ø DIAMETER
#NUMBER
LOW LOW
LOD LOD
LIMIT OF WORK
LIMIT OF DISTURBANCE
MATCH EX
(518.02 ±)
DRN
DIM STORM DRAIN
FW
DIM WATER
PROPOSED
EASEMENT LEGEND GENERALNOTES ANDLEGEND CNDSC1.3
GENERAL NOTES
AND LEGEND
C2.1
BROOKE ROAD
(RTE
1
3
2
2
)
LOT 4
WINCHESTER COLD STORAGE, LC
INSTR. # 090000161
LANDS OF
WINCHESTER COLD STORAGE, LC
INSTR. # 030005223
MAP# 54 4 4
ZONING: M-1
AREA: 7.1216 AC. (R)
310,368 S.F. (M) OR 7.125 AC. (M)
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LOD LODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LODLOD
LOD
LOD
LODLODLODLODTP
TP
TP
TPLOWLOWLOWLOW
TP
TP
TP
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTION1"=40'
0 40102040
LEGEND
PROP SAWCUT
LIMIT OF WORKLOWLOW
LIMIT OF DISTURBANCELODLOD
DEMOLITION PLAN NOTES:
1.IF AN EXISTING BENCHMARK IS DAMAGED OR REMOVED DURING DEMOLITION,
CONTRACTOR SHALL ESTABLISH A NEW BENCHMARK PRIOR TO REMOVAL.
2.CONTRACTOR SHALL LOCATE EXISTING 12" MAIN ALONG BROOKE ROAD.
REMOVE EXISTING SADDLE (IF APPLICABLE), AND INSTALL A LONG STAINLESS
STEEL FULL CIRCLE WRAP-AROUND OVER THE HOLE IN MAIN PER FREDERICK
WATER'S INSPECTORS REQUIREMENTS. THIS TASK SHALL BE PERFORMED WITH
WATER MAIN SHUT DOWN FOR THE CUT-IN TEE ASSEMBLY FOR THE PROJECT
UNLESS APPROVED OTHERWISE BY THE FREDERICK WATER INSPECTOR.
3.THE APPROXIMATE LOCATION OF THE EXISTING WATER LINE RUNNING ALONG
THE NORTH SIDE OF BROOKE ROAD (RTE 1322) WAS PROVIDED BY FREDERICK
COUNTY GIS. DEVELOPER AND/OR CONTRACTOR TO COORDINATE WITH
FREDERICK COUNTY WATER AUTHORITY FOR EXACT LOCATION. CONTRACTOR
TO NOTIFY BOHLER IN WRITING PRIOR TO ANY DEVIATION FROM CURRENT
LOCATION.
4.EXISTING GAS LINE RUNNING ALONG THE EAST OF THE SUBJECT SITE MAY
REQUIRE VERTICAL AND/OR HORIZONTAL RELOCATION. TEST PITS SHOWN
OVER EXISTING LINE TO DETERMINE EXISTING DEPTH. DEVELOPER AND/OR
CONTRACTOR TO COORDINATE WITH EXISTING UTILITY COMPANY AND NOTIFY
BOHLER IN WRITING PRIOR TO PROPOSED GRADING OPERATIONS OVER
EXISTING GAS LINE IF MINIMUM COVER OVER GAS LINE CANNOT BE MAINTAINED
WITH PROPOSED CUT.
5.EXISTING GAS LINE EASEMENT WIDTH IS UNKNOWN AT THIS TIME AND MAY
REQUIRE HORIZONTAL RELOCATION OF THE LINE.
6.CONTRACTOR TO REMOVE TREES NOT SHOWN ON SURVEY THAT CONFLICT
WITH PROPOSED DESIGN. SEE LANDSCAPE PLAN FOR FINAL PLANTING
LOCATIONS.
7.CONTRACTOR IS RESPONSIBLE FOR VEHICULAR AND PEDESTRIAN TRAFFIC
CONTROL DURING CONSTRUCTION ACTIVITIES.
E
OH
OR 516.4TC 516.4
DEMOLITION / REMOVAL LEGEND
SPOT
ELEVATIONS
UNDERGROUND
ELECTRIC LINE
OVERHEAD
WIRE
WATER
METER
WATER
VALVE
GAS
VALVE
GAS
METER
WV
WM
DEMOLITION/REMOVAL NOTE TYPICAL NOTE TEXT DEMOLITIONPLANDEMOC2.2
DEMOLITION PLAN
BROOKE ROAD
(RTE
1
3
2
2
)
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LOD LODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LODLOD
LOD
LOD
LODLODLODLODLOWLOWLOWLOWEF-1
PROP COLD STORAGE BUILDING
USE: INDUSTRIAL
(230' X 400')
83,000 SF
HEIGHT = 48'
FFE= 717.50
400.00'200.00'100.00'30.00'13
PROP TRUCK TURN
AROUND AREA
PROP CONC. DOLLY
PADPROP DRIVE IN
DOOR RAMP
PROP CONC. PAD
(REFER TO STRUCTURAL PLAN)
PROP STAIRS (TYP.)
PROP SIDEWALK
PROP HAND RAIL
PROP 31' DIA. WATER
TANK ON TOP RING
WALL
PROP
"STOP" SIGN
PROP
"STOP" SIGN
PROP
"STOP" SIGN
PROP
"STOP" SIGN
PROP GATE W/
KNOX BOX
PROP GATE
W/ KNOX BOX
30'R
5'
R5'R15'R3.4'R 0.6'R5'R3'
R
3'R1
5
'
R
15'RPROP
DOCK DOOR (TYP.)
PROP (11)
7" RISERS
(REFER TO ARCH. PLANS)PROP (11)
7" RISERS
(REFER TO ARCH. PLANS)PROP (7)
7" RISERS
(REFER TO ARCH. PLANS)
PROP (7)
7" RISERS
(REFER TO ARCH. PLANS)
12
PROP ADA SIGN
PROP
CG-9 RAMP
PROP
CONC PAD
PROP 5.66' X 5'
CONC PAD
(TYP.)
PROP (8)
6" STEEL RISERS
(REFER TO ARCH. PLANS)
PROP (5)
7" RISERS
PROP HAND RAIL
12
LOADING
LOADING
PROP RISER
HUT (REFER TO
ARCH. PLAN)
PROP RISER
HUT (REFER TO
ARCH. PLAN)
PROP RISER
HUT (REFER TO
ARCH. PLAN)
PROP
"STOP" SIGN
5'R30'R
30'R
3
0
'R
3
0
'
R
15'R
124'R
100'R
124'R
100'R
124'R
100'R 20'R20'R
75'R 60'R2
5
'
R 105'R135'R
15
'
R
45'R105'R135'R
PROP MECHANICAL ENCLOSURE
LOADING
PROP
BOLLARDS
PROP BOLLARDS
PROP BOLLARDS
PROP LIGHT (TYP.)
PROP WALL LIGHT (TYP.)
55'
75'
60'13.5'12'10'13.5'8.5'30'24'20'24'30'24'18'(TYP.)24'10'
(TYP.)
10'5'5'6'5'58.1'117.8'24'252.6'5'11'8'15.8'24'
6'29.9'(TYP.)(TYP.)(TYP.)2
5
.
3
'
94.4'
1
5
5
.
7
'
ARROWS REPRESENT PROPOSED
RAMPS. SEE SHEET C-402 FOR
DETAIL AND GRADING.
APPROX. LOCATION OF
POTENTIAL MONUMENT SIGN 705'
TO
INTERSECT
ION
OFW.
BROOKE
ROAD
7
9
4
'
TO
INTERSECT
ION
OFFORT CO
L
L
IER
ROAD
PROP TRENCH DRAIN
PROP
ADA SIGN
6'6'
TRANSFORMER
W/WALL PAD
24'11'PROP
"STOP" SIGN
PROP PAVEMENT MARKING410'
TO
ADJACENTENTRANCEPROP ADJUSTED UTILITY
POLE (BY OTHERS)
FW
20'
DRN
20'
DRN
20'
DRN
20'
DRN
VAR
PROP RIP-RAP
CLASS AI
d50 = 0.5
DEPTH 1.1'
PROP RIP-RAP
CLASS AI
d50 = 0.5
DEPTH 1.1'
PROP RIP-RAP
CLASS AI
d50 = 0.5
DEPTH 1.1'
20
'22'2
2
'20'11'
DRN
20'FW
20'
DRN
20'22'13.2'TOP OF PONDFW
20'8'7'FW
20'
FW
20'30.3'SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONLEGEND
PROP SAWCUT
LIMIT OF DISTURBANCELODLOD
PAVEMENT
&
ADA STRIPING
PROP BUILDING
(SEE ARCH
DRAWINGS)
STANDARD DUTY
ASPHALT
SIDEWALK
CONCRETE
HEAVY DUTY
CONCRETE
HATCH LEGEND
HEAVY DUTY
PAVEMENT
MILL AND
OVERLAY
EX. PAVEMENT
PER VDOT
STANDARDS
SITE CONCRETE DESIGN CRITERIA
SIDEWALKS/CONCRETE PADS @ DOOR LOCATIONS = 4" (3000 PSI)
PARKING AROUND BUILDING (FRONT OF BUILDING) = 6" (4000 PSI)
LOADING ZONE AT (REAR OF BUILDING)= 8" (5000 PSI)
HEADER CURB
SITE TABULATIONS
OWNER:WINCHESTER COLD
STORAGE
GENERAL CONTRACTOR:ARCO
TAX MAP #:54 4 4
PARCEL AREA:7.125 AC
LIMITS OF DISTURBANCE:6.42 AC
ZONING:M-1
PROPOSED BUILDING USE:WAREHOUSE
ITE CODE:150 (169 VPD)
BULK REQUIREMENTS
BUILDING SETBACKS:REQUIRED PROVIDED
FRONT(BROOKE ROAD):75 ft 252.6 ft
FRONT (SMITHFIELD AVENUE/EAST):25 ft 58.1 ft
SIDE (SOUTH):25 ft 117.8 ft
SIDE (WEST):25 ft 29.9 ft
MAXIMUM BUILDING HEIGHT:60 ft 48 ft
MINIMUM LANDSCAPED AREA:25%55%
MAXIMUM FLOOR AREA RATIO (FAR):
[83,000 SF / 310,368 SF]
1.0 0.27
PARKING TABULATIONS
ADA SPACES 2 2
10X18 SPACES (1.5 PER EMPLOYEE
PLUS 1 PER 250 SF OF OFFICE)
(1.5 X 6 EMPLOYEES) + (4,600/250) =
28
28 28*
TRAILER PARKING SPACES 0 22
LOADING SPACE 1 PER 40,000 SF 3 3
10" GRAVEL
RIP RAP
PARKING LEGEND
10' X 18' PARKING SPACE
TRUCK/ TRAILER PARKING SPACE SITE PLAN SITE-0C3.1
GRATE INLET
LIMIT OF WORKLOWLOW
OR
TYPICAL END
SECTION
HEADWALL OR
ENDWALL
CURB
INLET
*REQUIRED PARKING FOR THIS DEVELOPMENT MET THROUGH A SHARED PARKING
AGREEMENT WITH ADJACENT PROPERTY INSTR. #030005223 MAP #54-4-3 .
NOTES:
1.NO OUTDOOR TRASH RECEPTACLES PROPOSED WITH THIS USE.
2.ANY PROPOSED MONUMENT SIGN TO MEET ALL SPECIFICATIONS CONTAINED IN
FREDERICK COUNTY ZONING CODE §165-201.06.
3.FOR PAVEMENT AND CONCRETE THICKNESS, SEE SHEET C9.1.
SITE PLAN1"=40'
0 40102040
BROOKE ROAD
(RTE
1
3
2
2
)
LOT 4
WINCHESTER COLD STORAGE, LC
INSTR. # 090000161
LANDS OF
WINCHESTER COLD STORAGE, LC
INSTR. # 030005223
MAP# 54 4 4
ZONING: M-1
AREA: 7.1216 AC. (R)
310,368 S.F. (M) OR 7.125 AC. (M)
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N
E
LOD LODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LODLOD
LOD
LOD
LODLODLODLODLOWLOWLOWLOWPROP COLD STORAGE BUILDING
USE: INDUSTRIAL
(230' X 400')
83,000 SF
HEIGHT = 48'
FFE= 717.50
400.00'200.00'100.00'30.00'PROP
"STOP" SIGN
PROP
"STOP" SIGN
PROP
"STOP" SIGN
PROP
"STOP" SIGN
A
A
C
C
D
D
B
E
E 300' FIRE HOSE COVERAGE
300' FIRE HOSE COVERAGE
300' FIRE HOSE COVERAGE
300' FIRE HOSE COVERAGE
300' FIRE HOSE COVERAGE
300' FIRE HOSE COVERAGE
PROP
CG-9 RAMP
LOADING
LOADING
A
D
C
A
A C
C
A
D D
FIRE DEPARTMENT
CONNECTION
EXTENTS OF FIRE LANE STRIPING
D
D
D
C
D
C
D
D
D
D
A
PROP
"STOP" SIGN
LOADING
D
D
F
F
APPROX. LOCATION OF
POTENTIAL MONUMENT SIGN 705'
TO
INTERSECT
ION
OFW.
BROOKE
ROAD
7
9
4
'
TO
INTERSECT
ION
OFFORT CO
L
L
IER
ROAD
EXTENTS OF FIRE LANE STRIPING
EXTENTS OF FIRE LANE STRIPING
B
EXTENTS OF FIRE LANE STRIPING
AC
PROP
"STOP" SIGN 410'
TO
ADJACENTENTRANCEPROP 31'
DIA.
WATER
TANK ON
TOP
RING
WALL
WWWWWWWWWWSS
P
um
p
e
r
F
i
r
e
T
r
u
c
k
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONPAINTED YELLOW CURB
TO DESIGNATE FIRE LANE
UNPAINTED CURB
FIRELANE LEGEND
FIRE LANE SIGN A
PROPOSED FIRE HYDRANTB
EXISTING FIRE HYDRANTE
NOT TO SCALE
STANDARD WORDING WITH AN
ARROW AT BOTTOM POINTING TO
THE RIGHT. ONE SIGN MOUNTED
PARALLEL TO THE LINE OF
CURBING OR PAVEMENT EDGE AT
END OF PAINTED AREA.
SIGN TYPE "A"SIGN TYPE "C"SIGN TYPE "D"
STANDARD WORDING WITH AN
ARROW AT BOTTOM POINTING TO
THE LEFT. ONE SIGN MOUNTED
PARALLEL TO THE LINE OF
CURBING OR PAVEMENT EDGE AT
END OF PAINTED AREA.
STANDARD WORDING WITH NO
ARROW. TWO SIGNS, BACK TO
BACK MOUNTED PERPENDICULAR
TO THE LINE OF CURBING OR
PAVEMENT EDGE.
SIGNAGE SPECIFICATIONS
1. METAL CONSTRUCTION, 12"x18".
2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTER
EDGE OF SIGN.
3. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE".
4. LETTERING SIZE TO BE AS FOLLOWS:
A. NO PARKING AND STANDING -2".
B. OR -1".
C. FIRE LANE -2 1/2".
D. ARROWS 1"x6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP.
5. SIGNS ARE TO BE MOUNTED 6' FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE
DIRECTED BY THE FIRE OFFICIAL.
6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN
PERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNS
SHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN.
7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL.
OR
STANDING
FIRE LANE
PARKING
NO
OR
STANDING
FIRE LANE
PARKING
NO
OR
STANDING
FIRE LANE
PARKING
NO
FIRE LANE SIGNAGE
C D FIRELANEPLAN SITE-0C3.2FPROPOSED GATE WITH KNOX BOX
40
8 22
Pumper Fire Truck
Overall Length 40.000ft
Overall Width 8.167ft
Overall Body Height 7.745ft
Min Body Ground Clearance 0.656ft
Track Width 8.167ft
Lock-to-lock time 5.00s
Max Wheel Angle 45.00°
PUMPER FIRE TRUCK
NOT TO SCALE 1"=40'
0 40102040
FIRELANE PLAN
BROOKE ROAD
(RTE
1
3
2
2
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E
(
R
T
E
7
8
4
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E WESVCS N
A
D
8
3/
2
0
1
1
NORT
H
Z
O
N
E
LOD LODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LODLOD
LOD
LOD
LODLODLODLODLOWLOWLOWLOWEF-1
PROP COLD STORAGE BUILDING
USE: INDUSTRIAL
(230' X 400')
83,000 SF
HEIGHT = 48'
FFE= 717.50
400.00'200.00'100.00'30.00'13
PROP
"STOP" SIGN
PROP
"STOP" SIGN
PROP
"STOP" SIGN
PROP
"STOP" SIGN
30'R
5'
R5'R15'R3.4'R 0.6'R5'R3'
R
3'R1
5
'
R
15'R12
12
LOADING
LOADING
PROP
"STOP" SIGN
5'R30'R
30'R
3
0
'R
3
0
'
R
15'R
124'R
100'R
124'R
100'R
124'R
100'R 20'R20'R
75'R 60'R2
5
'
R 105'R135'R
15
'
R
45'R105'R135'R
LOADING
55'
75'
60'13.5'12'10'13.5'8.5'30'24'20'24'30'24'18'(TYP.)24'10'
(TYP.)
10'5'5'6'5'58.1'117.8'24'252.6'5'11'8'15.8'24'
6'29.9'(TYP.)(TYP.)(TYP.)2
5
.
3
'
94.4'
1
5
5
.
7
'
APPROX. LOCATION OF
POTENTIAL MONUMENT SIGN 705'
TO
INTERSECT
ION
OFW.
BROOKE
ROAD
7
9
4
'
TO
INTERSECT
ION
OFFORT CO
L
L
IER
ROAD6'6'
24'11'PROP
"STOP" SIGN
PROP PAVEMENT MARKING410'
TO
ADJACENTENTRANCEFW
20'
FW
20'
PROP 31'
DIA.
WATER
TANK ON
TOP
RING
WALL
FW
20'
FW
20'
SS
FW
20'30.3'WB
-
6
7
-
I
n
t
e
r
s
t
a
t
e
S
e
m
i
-
T
r
a
i
l
e
r
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONSteering Angle
Lock to Lock Time
Articulating Angle
WB-67
Trailer Track
Tractor Track
Trailer Width
Tractor Width
19.504.00
feet
8.50
8.50:
8.00
8.00
:
:
:
0.00
3.00 45.50
15.00 53.00
:
:
:6.0
28.4
75.0
WB-67 VEHICLE DIAGRAM
NOT TO SCALE TRUCKMOVEMENTPLAN SITE-0C3.31"=40'
0 40102040
TRUCK MOVEMENT
PLAN
BROOKE ROAD
(RTE
1
3
2
2
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E
(
R
T
E
7
8
4
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E WESVCS N
A
D
8
3/
2
0
1
1
NORT
H
Z
O
N
E
LOD LODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LODLOD
LOD
LOD
LODLODLODLODLOWLOWLOWLOWPROP COLD STORAGE BUILDING
USE: INDUSTRIAL
(230' X 400')
83,000 SF
HEIGHT = 48'
FFE= 717.50
400.00'200.00'100.00'30.00'2:1RIDGE
3:1
3:
17%2%
0.50%
9.5%2%1.5%2.5%
3%3.2%
1.8%
2%
2.2%1.5%1.5%2.5%2%TW 717.50
BW 717.00
TW 717.50
BW 717.04
G 713.04
G 713.04
8'
G 713.36
G 711.04
G 711.08
G 713.42
EXTENTS OF EXPOSED FOUNDATION
EXTENTS OF EXPOSED FOUNDATION
EXTENTS OF EXPOSED FOUNDATIONTP
TP
TP
TP
MATCH EX G +/-
702.63
MATCH EX G +/-
704.37
G 713.17
TC/G 717.50
G 717.50
TC 708.24
TC/G 713.17
TC 713.05
TC 712.91
TC 709.93
G 716.60
G 716.57
G 716.73
FF 717.43
FF 717.50
FF 717.50
FF 717.50
FF 717.50 FF 717.50
MATCH EX G +/-
720.54
G 710.44
MATCH EX G +/-
709.74
MATCH EX G +/-
710.29
G 711.41
G 711.50
G 720.11
G 722.03
G 724.62
MATCH EX G +/-
709.20
TC 709.58
TC 708.71
MATCH EX G +/-
707.70
G 708.24
TC 711.70
TC 710.77
TC 710.42
FF 717.50
FF 717.50
FF 717.50
FF 717.50
FF 717.50
FF 717.50
G 711.34
G 711.13
G 717.80
G 716.05
G 719.62G 720.72
G 724.27
MATCH EX G +/-
724.55
TC 710.97
TC 714.30
G 721.25
TC 710.76
TC 709.02
TC 708.60
TC 708.70
TC 710.17
TC 709.79
TC 708.87
G 712.90
FF 717.50
FF 717.50
G 711.96
G 714.59
RIM 713.10
G/LP 709.58
RIM 709.83
RIM 708.19
TC 705.51
TC 707.77
G/HP 709.87
G/HP 710.38
G 715.78
G 714.65
TC 713.66
G 722.01
G 720.00 G 718.25
TC 711.57
RIM 716.85 RIM 716.42 RIM 715.98
RIM 715.75 RIM 715.53
RIM 715.32
RIM 714.50
G 705.20
RIM 704.83
TC 706.59
TC 712.27
RIM 708.51
FF 717.50
TC 704.98
G 717.50
G 717.30
G 717.50
G 716.23
TC 704.07RIM 704.32
G 707.68
FF 717.50
RIM 716.80
RIM 713.60
MATCH EX G +/-
708.88
TC 709.12
G 718.77
G 709.86
G 714.32
TC 710.62
G 710.64
3:1
3:1
G 714.85
G 713.40
G 717.73 5.5%4.6%
4.3%2.58%
STM
B-40 STM
B-30.1
STM
B-30
STM
B-20
STM
D-40
STM
D-30
STM
TD-2STM
D-20
STM
B-10
STM
A-20
STM
A-107007017027037047
0
5
706
707
707
7
0
6
705
7
0
4
708
707
705
704
703
702
706
7167157147137127127
0
9
7
0
8
708
707
706
705
7
0
4
7107
1
5
7
1
6
7
1
7
7187
2
0 7197
2
1722723724719
71
8
721
720
719
718
717
712
710
70
8
70
6
7
0
5
708
709
710
711
713714
715
717
709
707706705704703701700702711
710
70
9
STM
B-50STM
B-60
STM
B-70
STM
B-80
STM
B-90
STM
B-100712
717
7
1
6 71371571
6
710
710
70
7
708
7237247
2
5
72
6
727 7207
1
3
716
715
713
714
711
710
71
0
709
705
7
1
2
71
3
714SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONLEGEND
PROP SAWCUT
LIMIT OF DISTURBANCELODLOD
GRADING PLAN NOTES:
1.CONTRACTOR TO TEST PIT FOR EXACT LOCATION OF EXISTING UTILITIES AND
SUBMIT ANY DISCREPANCIES TO BOHLER ENGINEERING IN WRITING PRIOR TO
CONSTRUCTION.
2.CONTRACTOR TO ADJUST EXISTING RIMS TO MATCH PROPOSED GRADES
WHERE NEEDED.
3.ALL TOP OF CURB (TC) SPOTS INDICATE 6" CURB HEIGHT, UNLESS
SPECIFICALLY NOTED OTHERWISE.
4.THIS PLAN IS BASED UPON GEOTECHNICAL REPORT PREPARED BY TRIAD
ENGINEERING, ENTITLED WCS LOGISTICS ADDITION (PROJECT NUMBER
07-22-0478) DATED NOVEMBER 8, 2022.
5.SEE SHEET C-402 FOR INSET OF GRADING FROM PASSENGER PARKING LOT
ENTRANCE.
6.CONTRACTOR SHALL ADJUST EXISTING FREDERICK WATER FACILITIES TO
GRADE PER FREDERICK WATER'S INSPECTOR'S COMMENTS.
7.TEST PITS ON EXISTING WATER AND SEWER FACILITIES SHALL BE PERFORMED
PER THE FREDERICK WATER INSPECTOR'S REQUIREMENTS.
8.THE EXISTING WATER MAIN SHALL HAVE NO LESS THAN 3' OF COVER.
HEADER CURB
EXISTING NOTE
D
PROPOSED NOTE
OR
OR 516.4TC 516.4
OR
TC
BC
516.00
515.55
516.00TC
TYPICAL NOTE TEXT
GRADING LEGEND
120
STM
#
STM
#
120 CONTOUR
LINE
SPOT
ELEVATIONS
STORM
LABEL
STORM
SEWER
STORM
MANHOLE
TYPICAL END
SECTION
HEADWALL OR
ENDWALL
YARD
INLET
CURB
INLET
TEST
PIT
BENCHMARK
D
125 125 GRADING ANDDRAINAGEPLANGRADC4.1
LIMIT OF WORKLOWLOW
GRADING AND
DRAINAGE PLAN
1"=40'
0 40102040
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
100.00'30.00'SLSLSL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL
WL WL WL WLWL
WLWLWLWLWLRD-33
RD-32
RD-31
RD-30
RD-29
RD-28
RD-27
RD-26
RD-25
RD-24
RD-16
RD-17 RD-18
RD-19
RD-20
RD-21
RD-22
RD-23 WLWLWLWLWLWLWLWLWLWLWLWLWLWLWL2:11.5%1.5%2.5%2%TW 717.50
BW 717.00G 711.08
G 713.42
EXTENTS OF EXPOSED FOUNDATION
TW 712.25
BW 711.80
G 712.81
G 709.32
G 708.95
TC 709.98
TC 709.75
TC/G 709.48
TC/G 709.35
G 710.07 G 709.57 G 709.44
G 709.84
G 715.03
G 715.13
G 717.45
G 710.52
G 710.61
G 710.61 TW 713.33
BW 713.32
G 711.71
G 711.71
TW 712.96
BW 711.80
G 712.72
G 714.91
G 715.01
G 717.33
G 717.38 G 717.38
G 713.17
TC/G 717.50
G 717.50
MATCH EX G +/-
709.20
TC 709.58
TC 708.71
MATCH EX G +/-
707.70
G 708.24
TC 711.70
TC 710.77
TC 710.42
FF 717.50 FF 717.50
G 711.34
TC 710.17
TC 709.79
TC 708.87
G 712.90
FF 717.50
FF 717.50
RIM 708.19
G 705.20
FF 717.50
G 717.50
FF 717.50
G 709.16
G 709.09
G 709.74
TC 709.66 G 709.71
G 709.80
G 712.62
G 712.71
G 712.79
PROP 7" RISERS (5)-0.08%0.00%-1.50%
-1.46%
1.43%
MATCH EX G +/-
708.88
1.55%8.32%1.50%1.41%
6.71%1.41%1.48%8.07%-1.49%1.25%7.59%
1.50%7.63%1.40%1.54%8.33%1.34%1.50%1.97%
7.82%1.40%0.91%1.56%TW = BW
709.36
TW = BW
708.45
TW 714.87
TW 713.42
BW 708.59
BW 709.42
TC 710.62
G 710.64
EXTENTS OF TRANSITION CURB
G 714.85
G 713.40
71671571471
0
70
8
70
6
715
71
6
710
70
7
708
710
709
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONLEGEND
PROP SAWCUT
LIMIT OF WORKLOWLOW
LIMIT OF DISTURBANCELODLOD
GRADING PLAN NOTES:
1.CONTRACTOR TO TEST PIT FOR EXACT LOCATION OF EXISTING UTILITIES AND
SUBMIT ANY DISCREPANCIES TO BOHLER ENGINEERING IN WRITING PRIOR TO
CONSTRUCTION.
2.CONTRACTOR TO ADJUST EXISTING RIMS TO MATCH PROPOSED GRADES
WHERE NEEDED.
3.ALL TOP OF CURB (TC) SPOTS INDICATE 6" CURB HEIGHT, UNLESS
SPECIFICALLY NOTED OTHERWISE.
HEADER CURB
EXISTING NOTE
D
PROPOSED NOTE
OR
OR 516.4TC 516.4
OR
TC
BC
516.00
515.55
516.00TC
TYPICAL NOTE TEXT
GRADING LEGEND
120
STM
#
STM
#
120 CONTOUR
LINE
SPOT
ELEVATIONS
STORM
LABEL
STORM
SEWER
STORM
MANHOLE
TYPICAL END
SECTION
HEADWALL OR
ENDWALL
YARD
INLET
CURB
INLET
TEST
PIT
BENCHMARK
D
125 125 ADA GRADINGPLANGRADC4.2
ADA RAMP ADA LANDING
HATCH LEGEND
1"=10'
0 102.5510
ADA GRADING
PLAN
BROOKE ROAD
(RTE
1
3
2
2
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E
(
R
T
E
7
8
4
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
EWESVCS N
A
D
8
3/
2
0
1
1
NORTH ZONELODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD
LOD
LOD
LODLODPOI-1
A = 6.19 AC
CN = 83
POI-1
ON-SITE POND
A = 0.54 AC
CN = 71
POI-1
ON-SITE BYPASS
BROOKE ROAD
(RTE
1
3
2
2
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E
(
R
T
E
7
8
4
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
EWESVCS N
A
D
8
3/
2
0
1
1
NORTH ZONELODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD
LOD
LOD
LODLODPOI-1
A = 6.73 AC
CN = 75
POI-1
1"=80'
40 20 80080
1"=80'
40 20 80080
PRE DEVELOPED DRAINAGE AREA
EXISTING PERVIOUS AREA
585,424.37 SF - 6.55 AC
EXISTING IMPERVIOUS AREAS
7,763.67 SF - 0.18 AC
POST DEVELOPED DRAINAGE AREA
PROPOSED IMPERVIOUS AREAS
163,473.24 SF - 3.75 AC
PROPOSED PERVIOUS AREA
129,614.80 SF - 2.98 AC
STORMWATER MANAGEMENT NARRATIVE
POI 1 STORMWATER POINT OF INTERESTPOI 1 STORMWATER POINT OF INTEREST
LEGEND
PROP SAWCUT
LIMIT OF DISTURBANCELODLOD
DRAINAGE AREA LINE
SITE SUMMARY
THE PROPOSED PROJECT IS FOR THE DEVELOPMENT OF A ±83,000 SF COLD STORAGE BUILDING, ASSOCIATED
PARKING, AND UNDERGROUND UTILITIES. THE SITE IS LOCATED AT 188 BROOKE ROAD AND IS CURRENTLY
VACANT LAND. RUNOFF FROM THE DEVELOPMENT WILL CONVEY TO A PROPOSED STORM SEWER AND ROUTE
TO A DETENTION POND BEFORE OUTFALLING TO AN EXISTING NATURAL CHANNEL ALONG BROOKE ROAD. THE
POST-DEVELOPMENT CONDITIONS WERE ANALYZED TO ENSURE THE SITE IS IN COMPLIANCE WITH VIRGINIA
STORMWATER MANAGEMENT REGULATIONS AS SUMMARIZED BELOW.
STORMWATER QUANTITY
ACCORDING TO 9VAC25-870-66, PARAGRAPH B, SECTION 1, CHANNEL PROTECTION FOR STORMWATER
DISCHARGED INTO A MANMADE STORMWATER CONVEYANCE SYSTEM MUST BE MET BY PROVING ENERGY
BALANCE. A DETENTION POND HAS BEEN PROPOSED TO DETAIN AND REDUCE PEAK FLOWS TO MEET CHANNEL
PROTECTION. THE PRE AND POST-DEVELOPMENT FLOW RATES FOR THE 1-YEAR AND 10-YEAR STORM EVENTS
WERE CALCULATED USING THE SCS METHOD IN THE PROGRAM AUTOCAD HYDRAFLOW HYDROGRAPHS, AS
SHOWN ON SHEETS C-404 - C-406. TO CALCULATE RUNOFF REDUCTION REQUIRED TO MEET ENERGY BALANCE,
CURVE NUMBERS WERE CALCULATED USING VALUES FROM SCS TABLE 2.2A, RUNOFF CURVE NUMBERS FOR
URBAN AREAS. RAINFALL DEPTHS USED TO CALCULATE FLOWS WERE TAKEN FROM NOAA ATLAS 14. SEE
SHEET C-404 FOR ENERGY BALANCE CALCULATIONS THAT SHOW THAT THE PEAK FLOW RATES HAVE BEEN
REDUCED TO ALLOWABLE RATES, THEREFORE THE SITE MEETS CHANNEL PROTECTION.
PER 9VAC25-870-66, PARAGRAPH C, SECTION 1, FLOOD PROTECTION FROM STORMWATER CONVEYANCE
SYSTEMS THAT DO NOT EXPERIENCE LOCALIZED FLOODING DURING THE 10-YEAR 24-HOUR STORM EVENT
SHALL BE MET BY PROVING THAT THE POINT OF DISCHARGE RELEASED STORMWATER INTO A STORMWATER
CONVEYANCE SYSTEM THAT, FOLLOWING THE LAND DISTURBING ACTIVITY, CONFINES THE
POST-DEVELOPMENT PEAK FLOW RATE FROM THE 10-YEAR 24-HOUR STORM EVENT WITHIN THE
STORMWATER CONVEYANCE SYSTEM. SEE BELOW LIST OF PRE AND POST-DEVELOPMENT FLOW RATES.
BECAUSE THE POST DEVELOPMENT FLOW RATE IS LOWER THAN THE PRE-DEVELOPMENT CONDITION, THE
SUBJECT SITE MEETS FLOOD PROTECTION REQUIREMENTS.
THE PRE-DEVELOPMENT FLOW RATES ARE SHOWN BELOW:
10-YEAR 24-HOUR: 19.24 CFS
THE POST-DEVELOPMENT FLOW RATES ARE SHOWN BELOW:
10-YEAR 24-HOUR: 5.524 CFS
ADEQUATE OUTFALL NARRATIVE
THE EXISTING SITE DRAINS TO THE NORTH EAST CORNER OF THE PROPERTY TO EXISTING OFF-SITE ROAD
SIDE DITCH (POI-1) . SINCE THE OVERALL FLOWS TO POI 1 FOR THE 1-YEAR, 2-YEAR AND 10-YEAR STORM
EVENTS ARE REDUCED WITH THE DEVELOPMENT, THE OUTFALL POINT IS CONSIDERED ADEQUATE. AS SUCH, IT
IS THE OPINION OF THE ENGINEER THAT ADEQUATE OUTFALL REQUIREMENTS HAVE BEEN MET FOR THE
SUBJECT SITE.
STORMWATER QUALITY
PER THE REQUIREMENTS STATED IN 9VAC25-870-63, PARAGRAPH 1, THE TOTAL PHOSPHORUS LOAD SHALL NOT
EXCEED 0.41 POUNDS PER ACRE PER YEAR. THE SUBJECT SITE IS 7.1216 AC, THEREFORE IT MAY NOT EXCEED
2.92 LB/YR. SEE VRRM ON SHEET C-403 WHICH STATES THAT THE SUBJECT SITE REQUIRES 6.73 LB/YR
PHOSPHORUS REDUCTION. STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT WILL BE MET BY
PURCHASE OF NUTRIENT CREDITS. SEE SHEET C-404 FOR AVAILABILITY LETTER. PROOF OF PURCHASE OF
CREDITS WILL BE PROVIDED PRIOR TO PLAN APPROVAL.
CONCLUSION
THE PROPOSED DEVELOPMENT HAS BEEN DESIGNED TO REDUCE PEAK FLOWS TO COMPLY WITH VIRGINIA
STORMWATER MANAGEMENT REQUIREMENTS FOR CHANNEL PROTECTION AND FLOOD PROTECTION AND
UTILIZES THE PURCHASE OF NUTRIENT OFFSET CREDITS. AS STORMWATER QUANTITY AND QUALITY
REQUIREMENTS FOR THE SITE HAVE BEEN MET AS SUMMARIZED IN THE NARRATIVE, IT IS THE OPINION OF THE
ENGINEER THAT ALL REQUIREMENTS HAVE BEEN MET AND NO FURTHER ANALYSIS IS WARRANTED.
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICS28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONPRE/POSTDEVELOPMENTDRAINAGE PLANC4.3 DRINLIMIT OF WORKLOWLOW
TIME OF CONCENTRATION
PRE/POST DEVELOPMENT
DRAINAGE PLAN
POND BOTTOM - 1% SLOPE
TOP RISER ELEV.=703.00
LOW FLOW ORIFICE INV.=699.00
53.55 L.F. CLASS III 30" RCP @ 0.50%
CONSTRUCTED
EMBANKMENT
ELEVATION = 707.00
2 YR WSE=701.25
10 YR WSE=702.73
INVERT OUT=699.00
PROP. 4' CAST-IN-PLACE
CONCRETE RISER STRUCTURE
PROP. LPG-12 GRATE3:1
SLOPE3:1 SLOPETRASH RACK
(TO OVERLAP STRUCTURE
BY 1' ALL AROUND)
38' CONCRETE CRADLE (SEE DETAIL ON THIS SHEET FOR DIMENSIONS)
100 YR WSE=703.86
PROPOSED GRADE
ELEV = 707.00
8'
EMBANKMENT WIDTH
STM
A-20
OUTFALL INTO EXISTING ROAD SIDE DITCH
INV OUT = 698.73
SEE GRADING PLAN (SHEET C4.1)
REMAINDER OF PIPE TO BE BEDDED IN
ACCORDANCE WITH VDOT AND ASTM
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICS28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONPOND PROFILE
NOT TO SCALE
88"88"(TOP OF STRUCTURE)
PROP. 53.55 LF
30" CLASS III
RCP @ 0.50%
INV = 699.00
10 YR WSEL=702.73
2 YR WSEL=701.25
PROP. 88" Ø CIRCULAR
STEEL TRASH RACK WITH 6"
SQUARE OPENINGS
PROP. TOP = 703.00
POND RISER DETAIL
NOT TO SCALE
1'1'1'1'8"8"
7.33'
4'
1 YR WSEL=700.66
PROP. 88" Ø CIRCULAR
STEEL TRASH RACK WITH 6"
SQUARE OPENINGS
PROP. STEEL DEBRIS RACK
WITH 1" SQUARE OPENINGS
(SEE VDOT SWM-DR DETAIL)
(1) PROP. 10" ORIFICE
INV 699.00
100 YR WSEL=703.86
* BUT NOT LESS THAN 6"
T
** IF THE PIPE IS LAID IN AN EXCAVATED TRENCH, THEN
THE SIDE WALLS MAY CONFORM TO THE TRENCH SHAPE
CONCRETE MATERIAL FOR CRADLE
F ' = 4,000 PSI F = 1,600 PSI C C
SOURCE: SCS; ES-154, A2 CRADLE
8"
1/12 D**
D
1/2 (D+2T)
1/4 D*
(IE THE TRENCH MAY BECOME THE CRADLE FORM)
F ' = ULTIMATE COMPRESSIVE STRENGTH OF CONCRETEC
F = DESIGN STRENGTH OF CONCRETEC
CONCRETE CRADLE
NOT TO SCALE
D = 2.5'
T = .29'
= 0.21'
= 1.54'
= 0.625'SWMCOMPUTATIONSC4.4 DRINTIME OF CONCENTRATION CALCULATIONS
SWM COMPUTATIONS
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICS28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONSWMCOMPUTATIONSC4.5 DRINSWM COMPUTATIONS
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICS28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONSWMCOMPUTATIONSC4.6 DRINSWM COMPUTATIONS
BROOKE ROAD
(RTE
1
3
2
2
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E
(
R
T
E
7
8
4
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E WESVCS N
A
D
8
3/
2
0
1
1
NORT
H
Z
O
N
E
LOD LODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LODLOD
LOD
LOD
LODLODLODLODLOWLOWLOWLOWPROP COLD STORAGE BUILDING
USE: INDUSTRIAL
(230' X 400')
83,000 SF
HEIGHT = 48'
FFE= 717.50
400.00'200.00'100.00'30.00'705'
TO
INTERSECT
ION
OFW.
BROOKE
ROAD
7
9
4
'
TO
INTERSECT
ION
OFFORT CO
L
L
IER
ROAD410'
TO
ADJACENTENTRANCESSSSSSS24" HDPE
24" HDP
E
15" HDPE 24" HDPE 24" HDP
E
30" RCP
SAN
CO-01
SAN
CO-03
SAN
CO-04
SAN
CO-06
15" HDPE
15
"
H
D
P
E
15" HDPE15" HDPE
12"
H
D
P
E
10" HDPE
10" HDPE
18" H
D
P
ES SSSAN
CO-02
STM
B-10
STM
B-20
STM
B-30
STM
TD-2
STM
D-20
STM
D-30STM
D-40
STM
A-10
STM
A-20
SL SL
SL SL SL SL SL SL SL SL
SL
SL
WLWL WL WL WL WL
WL WL WL WL WL WL WL WL
12" DI
P
W/
L
12" DIP W/LPRIVATE (TYP.)12" DIP W/LPRIVATE (TYP.)12" DIP W/L
PRIVATE (TYP.)
12" DIP W/L
12" DIP W/L
10" DIP W/L10" DIP W/L
10" DIP W/L
6" SAN DIP
6" SAN
P
V
C
PROP ADJUSTED UTILITY
POLE (BY OTHERS)
6" SAN PVC
TP
TP
TP
PROP CONNECTION TO EX 12" WATER LINE BY CONTRACTOR.
CONTRACTOR TO COORDINATE WITH FREDERICK WATER.
TP
TP
WL WL WL WL WL WLWLWLWLTP
TP
TP
(TYP.)
(TYP.)
FW
20'
DRN
20'
DRN
20'
DRN
20'
DRN
VAR
RD-15
RD-1
RD-3 RD-2RD-5
RD-6 RD-4
RD-7
RD-8
RD-9
RD-10
RD-11
RD-12
RD-13
RD-14
RD-38 RD-37
RD-36
RD-35
RD-34
RD-33
RD-32
RD-31
RD-30
RD-29
RD-28
RD-27
RD-26
RD-25
RD-24
RD-16
RD-17
RD-18
RD-19 RD-20
RD-21
RD-22 RD-23
SL-1
SL-2
SL-3
SL-4
SL-6SL-7
SL-8
SL-9
SL-10
SL-5
TP
PROP RIP-RAP
CLASS AI
d50 = 0.5
DEPTH 1.1'
PROP RIP-RAP
CLASS AI
d50 = 0.5
DEPTH 1.1'
PROP RIP-RAP
CLASS AI
d50 = 0.5
DEPTH 1.1'
20
'22'2
2
'20'11'
DRN
20'FW
20'
PROP SAN
CLEAN OUT
(TYP.)
DRN
20'22'13.2'
PROP 31'
DIA.
WATER
TANK ON
TOP
RING
WALL
TOP OF PONDWLWLWLWLWLWLWLWLWLWLWLWLFW
20'
PROP 12" X 12" MJ TEE
(3) 12" GV
(2) 12" MJ LONG
SOLID
SLEEVES
PROP 6" SAN
INV = 696.42
CORE DRILL AND RESHAPING
OF BENCH BY CONTRACTOR.8'7'WWWWWWWWWWFW
20'
SS
TP
TPWL 3
1
2
73
9
8
5
4
17
15
16
16
15
15
15
3
3
3
18
13
13
19
15
15
15
15
15
6
19
20
19
15
10
14
11
10
12
2
23
924
21
22
26
3
3
24
24
27
9
92
923
FW
20'
STM
D-10
24
"
H
D
P
E
STM
B-30.1
STM
B-40
STM
B-50
STM
B-60
STM
B-70
STM
B-80
STM
B-90
STM
B-100
STM
CO-25
3+55.46
0+00
1+00
2+00
3+00
0+501+50
2+50
3+50
STM
TD-1 12" DIP W/L
WL
WL
WL WL WLWL
8" DIP W/L 12" DIP W/L
12"X12" TEE
(2) 12" GV
(1) 6" GV
F.H.
FW
20'WLWLWLWL45° BENDS
WL9'1'
1'
GATE VALVE ON
T
E
E
END OF FREDERI
C
K
WATER 20' EASE
M
E
N
T
FIRE OR COMBIN
E
D
FIRE/DOMESTIC
R
I
S
E
R
FREDERICK WAT
E
R
PRIVATE WATER WLF.H.
(1) 6" GV
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTION1"=40'
0 40102040
LEGEND
PROP SAWCUT
LIMIT OF DISTURBANCELODLOD
UTILITY PLAN NOTES:
1.SEE SHEET C-504 FOR ROOF DRAIN SCHEDULE.
2.CONTRACTOR TO INSTALL AN 8" NEPTUNE HP PROTECTUS III WATER METER
INSIDE FIRE PUMP ROOM. REFER TO FIRE PROTECTION DRAWINGS FOR LAYOUT
AND PLACEMENT.
3.CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE APPROPRIATE DRY
UTILITY COMPANIES PRIOR TO INSTALLATION OF GAS, ELECTRIC AND
TELEPHONE LINES OR ASSOCIATED CONDUIT.
4.A MINIMUM VERTICAL SEPARATION OF 18" SHALL BE MAINTAINED AT ALL
CROSSINGS NOT SHOWN ON THE UTILITY PROFILES. IF CLEARANCE CANNOT BE
ACHIEVED, CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING.
5.CONTRACTOR SHALL TEST PIT THE EXISTING MAINS PER FREDERICK WATER
INSPECTOR'S REQUIREMENTS.
6.CONTRACTOR SHALL INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN
PER CURRENT FREDERICK WATER REQUIREMENTS PRIOR TO SHUT DOWN.
7.CONTRACTOR SHALL PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO
MINIMIZE SHUT DOWN TIME.
8.CONTRACTOR SHALL HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH
TASKS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS.
9.CONTRACTOR SHALL PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO
THE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHT TIME WORK ETC.
MAYBE REQUIRED.
10.CONTRACTOR SHALL SCHEDULE SHUTDOWN WITH THE FREDERICK WATER
INSPECTOR, FREDERICK COUNTY FIRE MARSHAL, AND ALL AFFECTED
CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS
REQUIRED BY ALL PARTIES.
11.THE FIRE METER AND 1" DOMESTIC METER, BACKFLOW DEVICES, AND
ASSOCIATED PIPING SHALL BE PER FREDERICK WATER INSPECTORS
REQUIREMENTS.
12.ALL METERS AND BACKFLOW PREVENTERS ARE LOCATED WITHIN THE
BUILDING. REFER TO BUILDING PLANS FOR INFORMATION ON METERS AND
BACKFLOW PREVENTER DEVICES.
13.SAMPLING STATION ARE REQUIRED. ISAMPLING STATION SHALL BE ADJUSTED
TO FINAL GRADE. SEE GRADING PLAN SHEET C-401.
PROPOSED NOTE
SL
WL
E
G
OH
T OR
T
EP
EB
TYPICAL NOTE TEXT
UTILITY LEGEND
SAN
#
STM
#
SANITARY
LABEL
STORM
LABEL
SANITARY SEWER
LATERAL
UNDERGROUND
WATER LINE
UNDERGROUND
ELECTRIC LINE
UNDERGROUND
GAS LINE
OVERHEAD
WIRE
UNDERGROUND
TELEPHONE LINE
STORM
SEWER
SANITARY
SEWER MAIN
HYDRANT
SANITARY
MANHOLE
WATER
METER
WATER
VALVE
TYPICAL END
SECTION
HEADWALL OR
ENDWALL
YARD
INLET
CURB
INLET
CLEAN
OUT
TELEPHONE
MANHOLE
ELECTRIC
BOX
ELECTRIC
PEDESTAL
TEST
PIT
S
S
WV
WM
PROPOSED NOTETYPICAL NOTE TEXT PROPOSED NOTETYPICAL NOTE TEXT
UTILITY KEY PLAN:
PROP 12" TRENCH DRAIN
PROP FIRE HYDRANT W/ BOLLARDS
PROP 45° BEND
PROP 22.5° BEND
PROP 11.25° BEND
PROP 12" X 12" MJ TEE
PROP 12" X 12 X 6" TEE
PROP 12" GATE VALVE
PROP 6" GATE VALVE
PROP END SECTION
PROP END WALL
PROP RISER STRUCTURE
PROP CLEAN OUT
PROP MANHOLE
PROP YARD INLET
PROP CURB INLET
PROP CONCRETE ENCASEMENT
PROP 12" X 12" X10" TEE
PROP 90° BEND
PROP FDC CONNECTION
WATERMAIN CROSSING TO BE OPEN CUT
BACKFLOW PREVENTERS AND WATER METER TO BE LOCATED INSIDE
BUILDING; SEE UTILITY PLAN NOTE 2. (THIS SHEET)
PROP 8" X 8" X 6" TEE
PROP 8" VALVE
CONTRACTOR TO REPLACE EXISTING TEE IN KIND.
CONTRACTOR TO REPLACE EXISTING 8" WATER LINE WITH NEW
MATERIALS PER CURRENT FREDERICK WATER SPECIFICATIONS.
PROP SAMPLING STATION UTILITY PLAN UTIL-0C5.1
1
2
3
4
6
7
8
9
10
12
13
14
15
16
17
18
19
11
5
20
UTILITY PLAN
SEE INSET A
INSET A
SCALE: NTS
21
WATER AND SEWER DEMAND:
1.WATER DEMAND: 6 EMPLOYEES X 35 GPD = 210 GPD
2.SEWER DEMAND: 6 EMPLOYEES X 25 GPD = 150 GPD
22
23
24
25
26
27
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
100.00'30.00'PROP
CG-9 RAMP
SSSSSSSSSSSSSS24" HDPE
24" HD
P
E
SSSSSSSSSSSSSSSAN
CO-03
SAN
CO-04
SAN
CO-06
STM
TD-2
STM
D-20
STM
D-30
SLSLSL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SLWL12" DIP W/L
6" SAN PVC
WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWL
WLWLWLWLWL8" DIP W/L
10" DIP W/L
RD-29
RD-28
RD-27
RD-26
RD-25
RD-24
RD-16
RD-17 RD-18
RD-19
RD-20
RD-21
RD-22
RD-23
SL-4
SL-6
SL-7
SL-8
SL-9
SL-10
SL-5
12" DIP W/L
12"X12" TEE
(2) 12" GV
(1) 6" GV
F.H.
FW
20'
45° BENDS
PROP SAN
CLEAN OUT
(TYP.)
45° BENDS
DRN
20'
PROP 31' DIA. WATER TANK ON TOP
RING WALL
WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLINV = 707.19
INV = 707.19
45° BENDS
WLWLWLWLWLWLWLWL45° BENDS
45° BENDS
90° BEND
9'1'1'
GATE VALVE ON T
E
E
END OF FREDERIC
K
WATER 20' EASEM
E
N
T
FIRE OR COMBINE
D
FIRE/DOMESTIC RI
S
E
R
FREDERICK WATE
R
PRIVATE WATER WLF.H.
(1) 6" GV
11'
STM
TD-1
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTION1"=10'
0 102.5510 ENLARGEDOFFICE AREAUTILITY PLAN UTIL-0C5.2
LEGEND
PROP SAWCUT
LIMIT OF DISTURBANCELODLOD
UTILITY PLAN NOTES:
1.SEE SHEET C-504 FOR ROOF DRAIN SCHEDULE.
2.CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE APPROPRIATE DRY
UTILITY COMPANIES PRIOR TO INSTALLATION OF GAS, ELECTRIC AND
TELEPHONE LINES OR ASSOCIATED CONDUIT.
3.A MINIMUM VERTICAL SEPARATION OF 18" SHALL BE MAINTAINED AT ALL
CROSSINGS NOT SHOWN ON THE UTILITY PROFILES. IF CLEARANCE CANNOT BE
ACHIEVED, CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING.
4.CONTRACTOR SHALL TEST PIT THE EXISTING MAINS PER FREDERICK WATER
INSPECTOR'S REQUIREMENTS.
5.CONTRACTOR SHALL INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN
PER CURRENT FREDERICK WATER REQUIREMENTS PRIOR TO SHUT DOWN.
6.CONTRACTOR SHALL PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO
MINIMIZE SHUT DOWN TIME.
7.CONTRACTOR SHALL HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH
TASKS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS.
8.CONTRACTOR SHALL PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO
THE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHT TIME WORK ETC.
MAYBE REQUIRED.
9.CONTRACTOR SHALL SCHEDULE SHUTDOWN WITH THE FREDERICK WATER
INSPECTOR, FREDERICK COUNTY FIRE MARSHAL, AND ALL AFFECTED
CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS
REQUIRED BY ALL PARTIES.
11.THE FIRE AND DOMESTIC METER, BACKFLOW DEVICES, AND ASSOCIATED
PIPING SHALL BE PER FREDERICK WATER INSPECTORS REQUIREMENTS.
12.ALL METERS AND BACKFLOW PREVENTERS ARE LOCATED WITHIN THE
BUILDING. REFER TO BUILDING PLANS FOR INFORMATION ON METERS AND
BACKFLOW PREVENTER DEVICES.
PROPOSED NOTE
SL
WL
E
G
OH
T OR
T
EP
EB
TYPICAL NOTE TEXT
UTILITY LEGEND
SAN
#
STM
#
SANITARY
LABEL
STORM
LABEL
SANITARY SEWER
LATERAL
UNDERGROUND
WATER LINE
UNDERGROUND
ELECTRIC LINE
UNDERGROUND
GAS LINE
OVERHEAD
WIRE
UNDERGROUND
TELEPHONE LINE
STORM
SEWER
SANITARY
SEWER MAIN
HYDRANT
SANITARY
MANHOLE
WATER
METER
WATER
VALVE
TYPICAL END
SECTION
HEADWALL OR
ENDWALL
YARD
INLET
CURB
INLET
CLEAN
OUT
TELEPHONE
MANHOLE
ELECTRIC
BOX
ELECTRIC
PEDESTAL
TEST
PIT
S
S
WV
WM
PROPOSED NOTETYPICAL NOTE TEXT PROPOSED NOTETYPICAL NOTE TEXT
ENLARGED OFFICE AREA
UTILITY PLAN
BROOKE ROAD
(RTE
1
3
2
2
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E
(
R
T
E
7
8
4
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E WESVCS N
A
D
8
3/
2
0
1
1
NORT
H
Z
O
N
E
LOD LODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LODLOD
LOD
LOD
LODLODLODLODLOWLOWLOWLOW705'
TO
INTERSECT
ION
OFW.
BROOKE
ROAD
7
9
4
'
TO
INTERSECT
ION
OFFORT CO
L
L
IER
ROAD410'
TO
ADJACENTENTRANCESSSSSSS24" HDPE
24" HDP
E
15" HDPE 24" HDPE 24" HDP
E
30" RCP
15" HDPE
15
"
H
D
P
E
15" HDPE15" HDPE
12"
H
D
P
E
10" HDPE
10" HDPE
18" H
D
P
ES SSSTM
B-10
STM
B-20
STM
B-30
STM
TD-2
STM
D-20
STM
D-30STM
D-40
STM
A-10
STM
A-20
SL SL
SL SL SL SL SL SL SL SL
SL
SL
WLWL WL WL WL WL
WL WL WL WL WL WL WL WLPROP ADJUSTED UTILITY
POLE (BY OTHERS)
TP
TP
TP
TP
TP
WL WL WL WL WL WLWLWLWLTP
TP
TP
FW
20'
SAN BTM= 707.12
STM TOP= 704.40
SAN BTM= 708.95
STM TOP= 704.64
WAT BTM= 711.50
WAT TOP= 710.00
WAT BTM= 711.11
STM TOP= 706.53
WAT BTM= 710.73
SAN TOP= 705.92
WTR BTM= 711.20
WTR TOP= 709.40
STM TOP= 708.53
WAT BTM= 710.03
WAT BTM= 711.25
STM TOP= 708.66
WAT BTM= 711.25
STM TOP= 708.67
WAT BTM= 706.85
SAN TOP= 703.30
DRN
20'
DRN
20'
DRN
20'
DRN
VAR
STM BTM= 712.12
WAT TOP= 710.13
TP
PROP RIP-RAP
CLASS AI
d50 = 0.5
DEPTH 1.1'
PROP RIP-RAP
CLASS AI
d50 = 0.5
DEPTH 1.1'
PROP RIP-RAP
CLASS AI
d50 = 0.5
DEPTH 1.1'
20
'22'2
2
'20'11'
DRN
20'FW
20'
DRN
20'
STM BTM= 710.92
WAT TOP= 708.93
STM BTM= 710.39
WAT TOP= 708.44
STM BTM= 709.86
WAT TOP= 707.95
STM BTM= 709.28
WAT TOP= 707.52 22'13.2'
PROP 31'
DIA.
WATER
TANK ON
TOP
RING
WALL
TOP OF PONDWLWLWLWLWLWLWLWLWLWLWLINV = 707.19
INV = 707.19 WLFW
20'8'7'WWWWWWWWWWFW
20'
SS
TP
TPWLFW
20'
STM
D-10
24
"
H
D
P
E
STM
B-30.1
STM
B-40
STM
B-50
STM
B-60
STM
B-70
STM
B-80
STM
B-90
STM
B-100
STM
CO-25
STM
TD-1
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTION1"=40'
0 40102040 UTILITYCROSSINGPLAN UTIL-0C5.3
LEGEND
PROP SAWCUT
LIMIT OF DISTURBANCELODLOD
UTILITY PLAN NOTES:
1.SEE SHEET C-504 FOR ROOF DRAIN SCHEDULE.
2.CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE APPROPRIATE DRY
UTILITY COMPANIES PRIOR TO INSTALLATION OF GAS, ELECTRIC AND
TELEPHONE LINES OR ASSOCIATED CONDUIT.
3.A MINIMUM VERTICAL SEPARATION OF 18" SHALL BE MAINTAINED AT ALL
CROSSINGS NOT SHOWN ON THE UTILITY PROFILES. IF CLEARANCE CANNOT BE
ACHIEVED, CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING.
4.CONTRACTOR SHALL TEST PIT THE EXISTING MAINS PER FREDERICK WATER
INSPECTOR'S REQUIREMENTS.
5.CONTRACTOR SHALL INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN
PER CURRENT FREDERICK WATER REQUIREMENTS PRIOR TO SHUT DOWN.
6.CONTRACTOR SHALL PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO
MINIMIZE SHUT DOWN TIME.
7.CONTRACTOR SHALL HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH
TASKS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS.
8.CONTRACTOR SHALL PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO
THE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHT TIME WORK ETC.
MAYBE REQUIRED.
9.CONTRACTOR SHALL SCHEDULE SHUTDOWN WITH THE FREDERICK WATER
INSPECTOR, FREDERICK COUNTY FIRE MARSHAL, AND ALL AFFECTED
CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS
REQUIRED BY ALL PARTIES.
11.THE FIRE AND DOMESTIC METER, BACKFLOW DEVICES, AND ASSOCIATED
PIPING SHALL BE PER FREDERICK WATER INSPECTORS REQUIREMENTS.
12.ALL METERS AND BACKFLOW PREVENTERS ARE LOCATED WITHIN THE
BUILDING. REFER TO BUILDING PLANS FOR INFORMATION ON METERS AND
BACKFLOW PREVENTER DEVICES.
PROPOSED NOTE
SL
WL
E
G
OH
T OR
T
EP
EB
TYPICAL NOTE TEXT
UTILITY LEGEND
SAN
#
STM
#
SANITARY
LABEL
STORM
LABEL
SANITARY SEWER
LATERAL
UNDERGROUND
WATER LINE
UNDERGROUND
ELECTRIC LINE
UNDERGROUND
GAS LINE
OVERHEAD
WIRE
UNDERGROUND
TELEPHONE LINE
STORM
SEWER
SANITARY
SEWER MAIN
HYDRANT
SANITARY
MANHOLE
WATER
METER
WATER
VALVE
TYPICAL END
SECTION
HEADWALL OR
ENDWALL
YARD
INLET
CURB
INLET
CLEAN
OUT
TELEPHONE
MANHOLE
ELECTRIC
BOX
ELECTRIC
PEDESTAL
TEST
PIT
S
S
WV
WM
PROPOSED NOTETYPICAL NOTE TEXT PROPOSED NOTETYPICAL NOTE TEXT
UTILITY CROSSING
PLAN
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONUTILITYCOMPUTATIONSC5.4 CNDSUTILITY
COMPUTATIONS
10 YEAR STORM COMPUTATIONS
DATUM ELEV
690.00
SCALE: 1"= 50 ' HORIZONTAL
1"= 5 ' VERTICAL
PROPOSED STORM PROFILE - (B-10 TO B-100)
695
700
705
710
715
720
725
730
695
700
705
710
715
720
725
730
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
DATUM ELEV
680.00
SCALE: 1"= 50 ' HORIZONTAL
1"= 5 ' VERTICAL
PROPOSED STORM PROFILE - (D-10 TO TD-1)
685
690
695
700
705
710
715
720
685
690
695
700
705
710
715
720
10+00 10+50 11+00 11+5058.20' - 24" HDPE
@ 7
%
170.21' - 24
"
H
D
P
E
@
2
.
0
0
%
46.66' - 18" HDPE @0.81%
93.98' - 15" HDPE @0.90
%
50.11' - 15" HDPE
@ 1.00%
PROPOSED
PROPOSED
1.51'1.78'1.02'1.77'STM
B-10
10+00PROP ES-1INV IN 700.00 (24") B-20STM
B-20
10+58.20PROP CURB INLET; HGT (5.76')RIM 709.83INV IN 704.17 (24") B-30INV OUT 704.07 (24") B-10STM
B-30
12+28.41PROP GRATE INLET; HGT (5.60')RIM 713.10INV IN 707.78 (10") CO-26INV IN 707.68 (18") B-30.1INV OUT 707.58 (24") B-20STM
B-30.1
12+75.06PROP MH; HGT (5.60')RIM 713.60INV IN 708.16 (15") B-40INV OUT 708.06 (18") B-30STM
B-40
STM
B-50
14+19.16PROP YARD INLETRIM 715.32INV IN 709.70 (15") B-60INV IN 709.80 (4") BLDG-15INV OUT 709.60 (15") B-40STM
B-60
14+62.41PROP YARD INLETRIM 715.53INV IN 710.23 (15") B-70INV IN 710.33 (4") BLDG-16INV OUT 710.12 (15") B-50STM
B-70
15+05.81PROP YARD INLETRIM 715.75INV IN 710.77 (12") B-80INV IN 710.86 (4") BLDG-17INV OUT 710.66 (15") B-60STM
B-80
15+51.94PROP YARD INLETRIM 715.98INV IN 711.31 (10") B-90INV IN 711.40 (4") BLDG-18INV OUT 711.21 (12") B-70STM
B-90
15+95.34PROP YARD INLETRIM 716.42INV IN 711.84 (10") B-100INV IN 711.93 (4") BLDG-19INV OUT 711.74 (10") B-8016+38.75PROP. YARD INLETRIM 716.98INV IN 712.47 (6") CO-25INV IN 712.37 (4") BLDG-20INV OUT 712.22 (10") B-90STM
B-100
13+69.05PROP. YARD INLETRIM 714.50INV IN 709.10 (15") B-50INV IN 709.20 (4") BLDG-14INV OUT 709.00 (15") B-30.11.93'43.25' - 15" HDPE
@0.98%
43.40' - 15" HDPE
@0.99%
46.13' - 12" HDPE
@0.95%
43.40' - 10" HDPE
@0.99%
43.42' - 10" HDPE
@0.88%
141.74' - 24" HDPE @ 0.50%11+41.74PROP. TRENCH DRAINRIM 703.59INV OUT 701.41 (24") D-10STM
TD-1
10+00PROP. END SECTIONRIM 703.28INV IN 700.70 (24") TD-1STM
D-10
43.77' - 6" HDPE @ 1.00%
STM
CO-25
16+82.52PROP. CLEANOUTRIM 717.25INV IN 713.01 (4") BLDG-21INV OUT 712.91 (6") B-10011+92PROP 12" WATER X-ING15+28PROP 12" WATER X-ING16+27PROP 10" WATER X-ING10+95PROP 12" WATER X-ING10+74.04PROP 6" SAN X-ING12+60PROP 12" WATER X-ING16+87.74PROP CONNECTION TO BUILDINGDATUM ELEV
690.00
SCALE: 1"= 50 ' HORIZONTAL
1"= 5 ' VERTICAL
PROPOSED STORM PROFILE - (TD-2 TO D-40)
695
700
705
710
715
720
695
700
705
710
715
720
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
19.28' - 24" HDPE @0.50%
180.47' - 24" HDPE @0.54%238.37' - 15" HDPE @0.50%
PROPOSED
TP TP
STM
D-20
10+19.28PROP GRATE INLET; HGT (3.40')RIM 704.83INV IN 701.79 (24") D-30INV OUT 701.69 (24") TD-2STM
D-30
11+99.75PROP CURB INLET; HGT (5.62')RIM 708.13INV IN 702.86 (15") D-40INV IN 703.61 (15") CO-01INV OUT 702.76 (24") D-20STM
D-40
14+38.12PROP GRATE INLET; HGT (4.52')RIM 708.51INV OUT 704.05 (15") D-30STM
TD-2
10+00PROP. TRENCH DRAINRIM 704.32INV IN 701.59 (24") D-20SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTION1"=50'
0 5012.52550
1"=5'
2.5 1.25 505
SCALE: 1" = 5' VERTICAL
SCALE: 1" = 50' HORIZONTAL UTILITYPROFILESPUTLC-5.5
UTILITY
PROFILES
DATUM ELEV
685.00
SCALE: 1"= 50 ' HORIZONTAL
1"= 5 ' VERTICAL
PROPOSED WATER PROFILE
690
695
700
705
710
715
720
690
695
700
705
710
715
720
DATUM ELEV
685.00
SCALE: 1"= 50 ' HORIZONTAL
1"= 5 ' VERTICAL
PROPOSED SANITARY LATERAL PROFILE
690
695
700
705
710
715
720
690
695
700
705
710
715
720
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
PROPOSED
2'PROP 12" DIP CL 52 (TYP.)2'1'6'TP TP
5'10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
SAN
CO-01
10+63.51PROP. SAN CLEANOUTINV 697.08 (6")SAN
CO-02
11+42.88PROP. SAN CLEANOUTINV 699.30 (6")SAN
CO-03
12+17.88PROP. SAN CLEANOUTINV 702.88 (6")SAN
CO-04
12+56.29PROP. SAN CLEANOUTINV 705.10 (6")SAN
CO-05
13+25.44PROP. SAN CLEANOUTINV 706.56 (6")SAN
CO-06
SAN
CO-07
6" SAN SDR-35
SAN
BLDG-1
INV IN 696.42 (6") CO-016" SAN
SDR-35
6" SAN SDR-35
6" SAN DIP
6" SAN SDR-35
6" SAN SDR-35
6" SAN SDR-35
6" SAN SDR-35
13+67.23PROP. Standard; HGT (6.78')RIM 713.74INV IN 707.00 (6") CO-07INV OUT 707.00 (6") CO-0513+72.89PROP. Standard; HGT (6.78')RIM 713.84INV IN 707.10 (6") BLDG-1INV OUT 707.10 (6") CO-0613+77.89INV OUT 707.19 (6") CO-071.03'1'4.35'3.12'3'2'1'2.30'2.78'APPROX. LOC. OF EX. RIGHT-OF-WAYEX. RIGHT-OF-WAYEND OF FREDERICKWATER 20' EASEMENTTP
PRIVATE WATER FREDERICK WATER9'1'
1'2.23'0+38PROP 8" WATER X-ING1+93.84PROP 24" HDPE STM X-ING0+32.06PROP 6" SAN X-ING2+16PROP 22.5° HORZ. BEND1+40PROP 11° HORZ. BEND0+78PROP 12" GATE VALVE0+61PROP 12" GATE VALVE0+68PROP 12" X 6" TEEF.H.3+54PROP 12"X12" MJ CONNECTION(3) 12" GATE VALVES(2) 12" MJ LONG SOLID SLEEVESTO EXISTING 12" WATER MAIN0+00PROP CONNECTION TO BUILDING(SEE ARCHITECTURAL PLAN FOR CONTINUATION)11+10.32PROP 24" STM X-ING12+14PROP 12" WATER X-ING12+69PROP 8" WATER X-ING12+96PROP 12" WATER X-ING13+74.89PROP 8" STM X-INGPROPOSED
CONCRETE
ENCASEMENT
0+29PROP 10" WATER X-ING0+35PROP 8" WATER X-ING0+56PROP FIRE OR COMBINED FIRE/DOMESTIC RISER2+86PROP VERT. BEND2+76PROP VERT. BEND3+13PROP VERT. BEND3+22PROP VERT. BEND0+83PROP HYDRANT CONNECTION0+86PROP 12" GATE VALVEDATUM ELEV
700.00
SCALE: 1"= 50 ' HORIZONTAL
1"= 5 ' VERTICAL
PROPOSED 8 INCH WATERLINE RELOCATION PROFILE
705
710
715
720
725
705
710
715
720
725
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+504.11'4.00'DATUM ELEV
705.00
SCALE: 1"= 50 ' HORIZONTAL
1"= 5 ' VERTICAL
PROPOSED WATERLINE RELOCATION HYDRANT PROFILE
710
715
720
725
730
710
715
720
725
730
PROP
8
"
C
L
5
2
D
I
P
TP
CONTRACTOR TO ENSURE 18"SEPARATION BETWEEN WATERAND GAS LINE10+00PROP 8" EX WATER CONNECTIONPER COUNTY STANDARDS13+46PROP 8" EX WATER CONNECTIONPER COUNTY STANDARDSPROPOSED
12+01PROP FIRE HYDRANTASSEMBLY13+12PROP 45° HORZ. BEND12+92PROP 45° HORZ. BEND10+23PROP 45° HORZ. BEND10+35PROP 45° HORZ. BEND12+71PROP 8" x 6" TEE CONNECTION(CONTRACTOR TO VERIFY SIZE)10+10PROP 8" GATE VALVE10+14PROP 45° VERT. BEND10+18PROP 45° BEND VERT. BEND13+21PROP 45° VERT. BEND13+25PROP 45° VERT. BEND13+31PROP 8" GATE VALVE10+00 10+50 10+37PROP FIRE HYDRANT10+04PROP 6" GATE VALVE10+00PROP 8"X8"X6" TEEPROPOSED
10+31PROP 6" GATE VALVE11+97PROP 8" GATE VALVETP
PROP 6" CL 52 DIP
10+43PROP 8" x 6" TEE CONNECTION(SAMPLING STATIONCONTRACTOR TO VERIFY SIZE)SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTION1"=50'
0 5012.52550
1"=5'
2.5 1.25 505
SCALE: 1" = 5' VERTICAL
SCALE: 1" = 50' HORIZONTAL UTILITYPROFILESPUTLC-5.6
UTILITY
PROFILES
MINIMUM COVER FOR ALL WATER MAIN SHALL BE 4'.
UNLESS NOTED OTHERWISE.
NOTE:
BROOKE ROAD
(RTE
1
3
2
2
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E
(
R
T
E
7
8
4
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E WESVCS N
A
D
8
3/
2
0
1
1
NORT
H
Z
O
N
E
LOD LODLODLODLODLODLODLOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LODLOD
LOD
LOD
LODLODLODLODLOWLOWLOWLOW705'
TO
INTERSECT
ION
OFW.
BROOKE
ROAD
7
9
4
'
TO
INTERSECT
ION
OFFORT CO
L
L
IER
ROAD410'
TO
ADJACENTENTRANCEA = 1.71 AC
C = 0.30
SF
CE
WR
OP
SF SF SF SF SF SF SF SF SF SF SF SF
SFSF SF SF SF SF SF SF SFSF
SF
SF
SSFSSFSSFSSFSSFA = 4.94 AC
C = 0.30
SB-1
705
706
70714B14B
16B
14B
16C16B
69970070170270370470570670770770870971071171271369970070170270370470570670770770616B
16C
TS
TS
TS
TS
SSF
SSF
DD
DD
DD
DD
DD
SF
SFSF
SF
SF
DD
DD
DD
DD
DD
TS
TS
TS
TS
TS
SSF
REFERENCE SWM
COMPUTATIONS
ON C-404 FOR INVERTS
AND SLOPES
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTION1"=40'
0 40102040
SOILS TABLE
SYMBOL SOIL NAME SLOPES
14B URBAN LAND-UDULTS
COMPLEX SMOOHED 2 TO 15%
16B URBAN LAND-UDULTS
COMPLEX SMOOHED 2 TO 15%
16C URBAN LAND-UDULTS
COMPLEX SMOOHED 2 TO 15%
TEMPORARY STONE3.02 CECONSTRUCTION ENTRANCE CE
NO.TITLE KEY SYMBOL
VIRGINIA UNIFORM CODING SYSTEM
FOR EROSION AND SEDIMENT CONTROL PRACTICES
SAFETY FENCE3.01 SAF
TEMPORARY SEEDING3.31 TS TS
SUPER SILT FENCE- -SSF SSF SSF SSF
OUTLET PROTECTION3.18 OP
TEMPORARY DIVERSION DIKE3.09 DD DD
TEMPORARY SEDIMENT BASIN3.14 SB
EROSION NOTES:
1.SEE SHEET C-604 FOR SEDIMENT BASIN CALCULATIONS
AND DETAIL.EROSION ANDSEDIMENTCONTROL PLANPHASE IC6.1 EROSSILT FENCE3.05 SF SF SF
EROSION AND SEDIMENT
CONTROL PLAN PHASE I
BROOKE ROAD
(RTE
1
3
2
2
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E
(
R
T
E
7
8
4
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E WESVCS N
A
D
8
3/
2
0
1
1
NORT
H
Z
O
N
E
LOD LODLODLODLODLODLODLOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LODLOD
LOD
LOD
LODLODLODLODLOWLOWLOWLOWSL SL
SL SL SL SL SL SL SL SL
SL
SL
WLWL WL WL WL WL
WL WL WL WL WL WL WL WL
PROP ADJUSTED UTILITY
POLE (BY OTHERS)
WL WL WL WL WL WLWLWLWLFW
20'
DRN
20'
DRN
20'
DRN
20'
DRN
VAR
DRN
20'FW
20'
DRN
20'
PROP 31'
DIA.
WATER
TANK ON
TOP
RING
WALL
WLWLWLWLWLWLWLWLWLWLWLWLFW
20'WWWWWWWWWWFW
20'
SS
WLFW
20'
PROP COLD STORAGE BUILDING
USE: INDUSTRIAL
(230' X 400')
83,000 SF
HEIGHT = 48'
FFE= 717.50
400.00'200.00'100.00'30.00'PROP
CG-9 RAMP 705'
TO
INTERSECT
ION
OFW.
BROOKE
ROAD
7
9
4
'
TO
INTERSECT
ION
OFFORT CO
L
L
IER
ROAD410'
TO
ADJACENTENTRANCEIP
IP
IP
IP
IP
SF
SF
SFSFSFSFSFSFSFSFSFSSF SSFSSFSSFPS
PS
PS
PS
PS PS
PS
A = 0.04 AC
C = 0. 30
B-100
SAF
SAF
SF
SSF
SSF
SF
SF
PS
DC
DC
DC
DC
CE
WR
OP
OP
OP
IP
IP
IP
IP IP
IP
IP
A = 1.91 AC
C = 0. 90
BLDG
A = 0.13 AC
C = 0. 66
TD
A = 0.60 AC
C = 0. 64
B-20
A = 0.86 AC
C = 0. 90
RR
A = 0.31 AC
C = 0. 38
B-30
A = 0.20 AC
C = 0. 87
D-30
A = 0.18 AC
C = 0.40
D-20
A = 0.08 AC
C = 0. 30
B-40A = 0.07 AC
C = 0. 30
B-50
A = 0.05 AC
C = 0. 30
B-60
A = 0.06 AC
C = 0. 30
B-70
A = 0.05 AC
C = 0. 30
B-80
A = 0.04 AC
C = 0. 30
B-90
A = 0.34 AC
C = 0.30
SSF
A = 0.56 AC
C = 0.30
POND
OP
A = 1.18 AC
C = 0.42
D-40
IP
STM
B-50
STM
B-100
STM
B-60
STM
B-40
STM
B-70
STM
B-90
STM
B-80
STM
B-30
STM
B-20
STM
D-40
STM
D-30
STM
D-20
STM
B-10
STM
A-20
STM
A-107167157147137127
0
8
7
0
9
712713700701702703704705706707707706702
703
704
705
706707
708
709
708
707
706
705
704
713714
71
1
709
706708709710711712712713
715714 715
712
718
719
721
723
722
720
719
718
717
722
71
8
714
714
713
709
708
707 706704703702701700705
709
722723724STM
B-30.1
STM
TD-1STM
TD-2
STM
D-10
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTION1"=40'
0 40102040
TEMPORARY STONE3.02 CECONSTRUCTION ENTRANCE CE
NO.TITLE KEY SYMBOL
VIRGINIA UNIFORM CODING SYSTEM
FOR EROSION AND SEDIMENT CONTROL PRACTICES
SAFETY FENCE3.01 SAF
PERMANENT SEEDING3.32 PS PS
SILT FENCE3.05 SF SF SF
3.07 IPSTORM DRAIN
INLET PROTECTION
OUTLET PROTECTION3.18 OP
DUST CONTROL3.39 DC DC EROSION ANDSEDIMENTCONTROL PLANPHASE IIC6.2 EROSSEDIMENT BASIN NOTES:
THE STORMWATER MANAGEMENT POND PROPOSED WITH THIS DEVELOPMENT
SHALL SERVE AS A SEDIMENT BASIN IN DURING CONSTRUCTION. AS THE POND
HAS BEEN DESIGNED TO ACCOMMODATE THE STORMWATER FLOWS OF THE
ULTIMATE CONDITION, THE POND WILL BE ADEQUATELY SIZED TO SERVE AS A
SEDIMENT BASIN DURING LAND DISTURBING ACTIVITIES. CONTRACTOR TO
FOLLOW PROCEDURE FOR CONVERTING DRY PONDS AS LISTED BELOW.
1.CONSULT WITH THE EROSION AND SEDIMENT CONTROL INSPECTOR
PRIOR TO BEGINNING THE CONVERSION FROM SEDIMENT BASIN TO
DRY POND TO ENSURE THAT THE TIMING IS APPROPRIATE FOR THE
CONVERSION TO TAKE PLACE.
2.PUMP DOWN BASIN – USE APPROVED DEWATERING MEASURES.
EFFLUENT MUST BE FILTERED.
3.REMOVE ACCUMULATED SEDIMENT (AS NEEDED) TO ESTABLISH THE
FINAL GRADE OF THE POND.
4.SEDIMENT MUST BE DISPOSED OF IN AN APPROVED AREA.
5.GRADE AND ROUGHEN THE BOTTOM OF THE POND TO PREPARE IT
FOR SEEDING.
6.INSTALL DEBRIS/TRASH RACK DEVICE ON THE LOW-FLOW ORIFICE
TO PREVENT CLOGGING.
7.SEED, MULCH, AND TACK JUTE MESH OR OTHER SUITABLE MATTING
TO THE BOTTOM OF THE POND.
SUPER SILT FENCE- -SSF SSF SSF SSF
EROSION AND SEDIMENT
CONTROL PLAN PHASE II
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONEROSION AND SEDIMENT CONTROL NARRATIVE
I.PROJECT DESCRIPTION:
THE PROPERTY IS LOCATED ALONG BROOKE ROAD AND SMITHFIELD AVENUE IN FREDERICK COUNTY, VIRGINIA. THE SUBJECT SITE IS A 7.125 TOTAL ACRE PARCEL IN
FREDERICK COUNTY, VIRGINIA. THIS PROJECT PROPOSES THE DEVELOPMENT OF A NEW COLD STORAGE FACILITY, PARKING, LOADING AREAS, AND ASSOCIATED UTILITIES
AND INFRASTRUCTURE. THIS PROJECT WILL DISTURB APPROXIMATELY 6.42 ACRES.
II.EXISTING SITE CONDITIONS:
THE EXISTING 7.125 ACRE SITE IS CURRENTLY A VACANT SITE AND CONSISTS OF BRUSH PILES AND VEGETATION. THE ON-SITE SLOPES VARY FROM 2% TO 45%.
III.ADJACENT PROPERTY:
THE SITE IS ADJACENT:
-TO THE NORTH BY BROOKE ROAD RIGHT-OF-WAY
-TO THE WEST BY PROPERTY OWNED BY WINCHESTER COLD STORAGE LC; ZONED M-1
-TO THE SOUTH BY PROPERTY OWNED BY SUPERIOR PLUS ENERGY SERVICES INC; ZONED M-2
-TO THE EAST BY PROPERTIES OWNED BY THE FOLLOWING:
--JOHN MOORE, TRUSTEE OF THE JOHN MOORE REVOCABLE TRUST; ZONED M-1
--COUNTY OF FREDERICK VIRGINIA; ZONED M-1
--FOR COLLIER FARMS INC; ZONED M-1
--WHITMIRE ENTERPRISES LLC; ZONED M-1
IV.OFFSITE AREAS:
NO OFFSITE AREAS ARE ANTICIPATED TO BE IMPACTED WITH THIS DEVELOPMENT. IF APPLICABLE, CONTRACTOR IS RESPONSIBLE FOR ANY COORDINATING OF EXPORT
SOIL IN ADDITION TO ANY REQUIRED PLANS AND PERMITS.
V.SOILS:
SEE SOILS INFORMATION ON SHEET C-601.
VI.CRITICAL AREAS:
NO CRITICAL AREAS SUCH AS CHANNELS OR UNDERGROUND SPRINGS HAVE BEEN IDENTIFIED WITHIN THE LIMITS OF DISTURBANCE. THERE ARE NO MAPPED FLOODPLAINS
ON THIS SITE, HOWEVER THIS SITE IS WITHIN THE DAM INUNDATION ZONE.
VII.EROSION AND SEDIMENT CONTROL MEASURES:
UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF VESCH SHALL BE
ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE.
SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING:
1.SAFETY FENCE - 3.01
A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. SAFETY FENCE SHALL BE INSTALLED AROUND THE LIMITS OF
DISTURBANCE TO PREVENT PEDESTRIAN TRAFFIC ON SITE.
2.CONSTRUCTION ENTRANCE - 3.02
A TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK SHALL BE INSTALLED. DURING MUDDY CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES WILL BE
REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING THE RIGHT-OF-WAY.
3.SILT FENCE - 3.05
A PROTECTIVE BARRIER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO
PRESENT SEDIMENT FROM LEAVING THE SITE.
4.SUPER SILT FENCE - 3.05
REINFORCED SILT FENCE TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO
PRESENT SEDIMENT FROM LEAVING THE SITE.
5.STORM DRAIN INLET PROTECTION - 3.07
ALL STORM SEWER INLETS SHALL BE PROTECTED WITH THE INSTALLATION OF VARIOUS KINDS OF SEDIMENT TRAPPING MEASURES AS SHOWN ON THE E&S PHASE II
PLANS AND E&S DETAILS.
6.TEMPORARY DIVERSION DIKE - 3.09
A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA.
7.TEMPORARY SEDIMENT BASIN - 3.14
A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURE FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL
ACROSS A DRAINAGEWAY.
8.OUTLET PROTECTION - 3.18
INSTALLATION OF RIP-RAP OR STILLING BASINS TO REDUCE EROSION FROM SCOURING AT OUTLETS AND REDUCE VELOCITIES.
9.TEMPORARY SEEDING - 3.31
ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION
IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED. CONTRACTOR TO VERIFY SELECTION OF
SEED MIXTURE WITH EROSION AND SEDIMENT CONTROL INSPECTOR.
10. PERMANENT SEEDING - 3.32
THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED.
11. DUST CONTROL - 3.39
REDUCING SURFACE AND AIR MOVEMENTS OF DUST DURING LAND DISTURBING, DEMOLITION AND CONSTRUCTION ACTIVITIES.
VIII.SEQUENCE OF CONSTRUCTION:
PHASE I
1.OBTAIN ALL NECESSARY PERMITS.
2.CONTRACTOR SHALL STAKE AND FLAG LIMITS OF CLEARING, AND INSTALL PERIMETER CONTROLS AS DETAILED IN THE FOLLOWING SEQUENCE IN COORDINATION WITH
EROSION & SEDIMENT PHASE 1.
3.INSTALL CONSTRUCTION ENTRANCE AS SHOWN ON EROSION AND SEDIMENT PHASE 1.
4.ESTABLISH PERIMETER CONTROL, INCLUDING SILT FENCE, SUPER SILT FENCE, SAFETY FENCE, AND TREE PROTECTION.
5.CONSTRUCT SEDIMENT BASIN AND INSTALL OUTLET PROTECTION AS SHOWN.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS
TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED
FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER
SEDIMENT IS REMOVED IN THIS MANNER.
NOTE: THE CONTRACTOR SHALL OBTAIN COUNTY E&S INSPECTOR APPROVAL OF THE PERIMETER CONTROLS FOR EACH DRAINAGE AREA PRIOR TO CLEARING THE REMAINDER
OF THE DRAINAGE AREA AS THE PERIMETER CONTROLS ARE COMPLETED. CONTRACTOR MAY BEGIN CONSTRUCTION ACTIVITIES ASSOCIATED WITH PHASE II BELOW WITHIN
EACH DRAINAGE AREA ONCE THE COUNTY INSPECTOR HAS APPROVED THE ASSOCIATED PERIMETER CONTROLS. NO WORK SHALL BE DONE IN DRAINAGE AREAS WHERE THE
PERIMETER CONTROLS HAVE NOT YET BEEN INSTALLED OR APPROVED BY THE COUNTY INSPECTOR EXPECT AS IS REQUIRED TO INSTALL THOSE EROSION CONTROLS.
PHASE II
1.CLEAR, GRUB, AND ROUGH GRADE THE SITE AREAS AND AS DEPICTED ON THE PLAN.
2.RELOCATE ALL EXISTING FEATURES AS SHOWN ON GRADING AND UTILITY PLAN.
3.DIG TRENCHES NECESSARY FOR UTILITY PLACEMENT IN ACCORDANCE WITH MS-16.
4.INSTALL UTILITIES AS SHOWN ON THE UTILITY PLAN.
5.REMOVE ANY EXCESS SOIL IF NEEDED. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY DISTURBANCE OFFSITE AND FOR ANY REQUIRED PERMITS.
6.INSTALL INLET AND OUTLET PROTECTION AS SHOWN.
7.INSTALL CURB.
8.LAY BASE AGGREGATE FOR DRIVE AND PARKING AREAS.
9.PREPARE SITE FOR PAVING, APPLYING HEAVY DUTY SECTIONS WITHIN AREAS DEFINED ON THE SITE PLAN.
10.PERMANENTLY SEED AND/OR SOD/MULCH ALL PROPOSED LANDSCAPE ISLANDS/GRASS AREAS PER LANDSCAPE PLAN.
11.INSTALL LANDSCAPE PLANTINGS IN ACCORDANCE WITH THE LANDSCAPE PLAN.
12.NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL FROM THE COUNTY E&S INSPECTOR.
13.OBTAIN CONCURRENCE FROM THE INSPECTOR THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL CONSTRUCTION HAS BEEN COMPLETED. STABILIZE ANY AREAS
DISTURBED BY THE REMOVAL OF TEMPORARY EROSION CONTROL MEASURES.
X.STABILIZATION:
TEMPORARY SEEDING WILL BE PROVIDED IN ACCORDANCE TO VESCH REQUIREMENTS THROUGHOUT CONSTRUCTION. FINAL SEEDING AND SODDING INSTALLATION WILL
OCCUR ONCE THE SITE HAS BEEN FINAL GRADED AND THE IMPROVEMENTS ARE COMPLETE.
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF
THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN
DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE
(1) YEAR.
A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED
ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY
WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
XI.STORM WATER RUNOFF/ADEQUATE OUTFALL CONSIDERATIONS:
THE SITE RUNOFF IS COLLECTED AND CONTROLLED IN SEVERAL CLOSED CONDUIT STORM SYSTEMS. THE MAJORITY OF THE DEVELOPMENT AREA IS COLLECTED AND
CONTROLLED THROUGH A PROPOSED UNDERGROUND DETENTION FACILITY. THE DETENTION FACILITY HAS BEEN DESIGNED SUCH THAT OUR OVERALL POST-DEVELOPED
RUNOFF FROM THE SITE IS LESS THAN THE PRE-DEVELOPED RUNOFF FROM THE SITE. PLEASE REFER TO THE STORMWATER MANAGEMENT DESIGN COMPUTATIONS AND
DETAILS WITHIN THIS PLAN FOR ADDITIONAL INFORMATION.
XII.CALCULATIONS:
NO EROSION CONTROL CALCULATIONS ARE REQUIRED.
XIII.OTHER IMPORTANT NOTES:
1.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
2.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF-SITE BORROW OR
WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING
AUTHORITY.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN HEREON THAT ARE DEEMED NECESSARY
BY THE APPROVING AUTHORITY AND/OR SITE INSPECTOR.
4.ALL EROSION AND SEDIMENT CONTROL MEASURES FOR EACH DRAINAGE AREA DEPICTED ON THE PHASE I PLAN SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN
CLEARING AND GRADING.
5.THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY.
WATER TRUCKS SHALL BE UTILIZED IN THE EVENT THAT A PUBLIC WATER SOURCE IS NOT AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE STREETS
AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN AND DUST-FREE CONDITION AT ALL TIMES.
6.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO
ADJACENT PROPERTIES.
7.THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN APPROVED EROSION AND SEDIMENT CONTROL DEVICE SUCH
AS SILT FENCING, SEDIMENT BASIN, OR SEDIMENT FILTER BAGS.
8.SILT FENCE SHALL BE INSPECTED AT THE END OF EACH DAY AND AFTER EACH RAINFALL BY THE CONTRACTOR. ANY REQUIRED REPAIRS OR REPLACEMENTS SHALL BE
DONE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED BY HAND AFTER EACH RAINFALL AND AT ANY TIME DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER.
9.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
10.NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN SEVEN (7) DAYS.
11.NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE, OR WEARING SURFACE ARE CONTAMINATED BY SILT
TRAPPED AT LOW POINTS OR INLETS.
12.ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES.
13. MONITORING REPORTS WILL BE SUBMITTED TO FREDERICK COUNTY BY THE RESPONSIBLE LAND DISTURBER.
EROSION AND SEDIMENT CONTROL NOTES
1.UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION).
2.FOR ADDITIONAL DETAILS AND SPECIFICATIONS NOT SHOWN HEREON, REFER TO THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
3.ALL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING.
4.ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER.
5.THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES DAILY. ANY DAMAGED CONTROLS SHALL BE REPAIRED OR REPLACED BY THE CLOSE
OF EACH WORKING DAY.
6.THE CONTRACTOR MUST NOTIFY THE CITY ARBORIST OR LANDSCAPING SUPERVISOR PRIOR TO THE INSTALLATION OF ANY TREE PROTECTION OR PLANT MATERIAL.
7.ALL STORM AND SANITARY SEWER LINES, NOT IN STREETS, SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER BACKFILL.
8.ELECTRICAL POWER, GAS SUPPLY, AND TELEPHONE TRENCHES SHALL BE COMPACTED, SEEDED, AND MULCHED WITHIN 14 DAYS AFTER BACKFILL.
9.AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ANY BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS
STABILIZED.
10. CONTRACTOR TO USE A WATER TRUCK OR COMPARABLE WATER SOURCE TO PROVIDE WATER TO THE CONSTRUCTION ENTRANCE WASH RACK.
MINIMUM STANDARDS:
MS-1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF
THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT
(UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR.
ACTION:SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. STABILIZATION.
MS-2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE
APPLICANT RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL
INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
ACTION:ALL STOCKPILES WILL BE STABILIZED AND PROTECTED.
MS-3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED
ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.
ACTION:SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. STABILIZATION.
MS-4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST
STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
ACTION:SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII., PHASE I.
MS-5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
ACTION:SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII., PHASE I.
MS-6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN.
a.SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED
BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL,
AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN
RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.
ACTION:THE PROPOSED SEDIMENT BASIN HAS BEEN DESIGNED BASED UPON THE TOTAL DRAINAGE AREA DRAINING TO THE FACILITY.
MS-7: CUT AND FILL SLOPES SHALL BE ASSIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY
WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.
ACTION:SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. STABILIZATION.
MS-8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR
SLOPE DRAIN STRUCTURE.
ACTION:NOT APPLICABLE.
MS-9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
ACTION:NOT APPLICABLE.
MS-10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE
CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
ACTION:SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII. SEQUENCE OF CONSTRUCTION, PHASE II.
MS-11: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED
TEMPORARY OR PERMANENT CHANNEL LININGS SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
ACTION:SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII, SEQUENCE OF CONSTRUCTION, PHASE II.
MS-12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE
THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NON-ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND
COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NON-ERODIBLE COVER MATERIALS.
ACTION:NOT APPLICABLE.
MS-13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX (6) MONTH PERIOD, A TEMPORARY VEHICULAR STREAM
CROSSING CONSTRUCTED OF NON-ERODIBLE MATERIALS SHALL BE PROVIDED.
ACTION:NOT APPLICABLE.
MS-14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET.
ACTION:NOT APPLICABLE.
MS-15: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.
ACTION:NOT APPLICABLE.
MS-16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
a.NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME.
b.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
c.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A
MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY.
d.MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
e.RE-STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
f.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
ACTION:SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII. SEQUENCE OF CONSTRUCTION, PHASE I.
MS-17: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT
LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.
ACTION:SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII. SEQUENCE OF CONSTRUCTION, PHASE I.
MS-18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY
MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS
RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
ACTION:SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION VIII. SEQUENCE OF CONSTRUCTION, PHASE II.
MS-19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO
INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE
FOLLOWING STANDARDS AND CRITERIA:
a.CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING
CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE
OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED.
b.ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER:
(1)THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN
THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR
(2)
(a)NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO (2) YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE
EROSION OF CHANNEL BED OR BANKS; AND
(b)ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL NOT
OVERTOP ITS BANKS BY THE USE OF A TWO (2) YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND
(c)PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE
PIPE OR SYSTEM.
c.IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL:
(1)IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN (10) YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO (2) YEAR STORM WILL NOT CAUSE EROSION
TO THE CHANNEL BED OR BANKS; OR
(2)IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN (10) YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR
(3)DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO (2) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS
INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TEN (10) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS
INTO A MAN-MADE CHANNEL; OR
(4)PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURE WHICH IS SATISFACTORY TO THE PLAN-APPROVING
AUTHORITY TO PREVENT DOWNSTREAM EROSION.
d.THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.
e.ALL HYDROLOGIC ANALYSES SHALL BE CASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT.
f.IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF
THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE
MAINTENANCE.
g.OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL
DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL.
h.ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.
i.INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE
CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY.
j.IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE
CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT.
HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS.
k.ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND
BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.
ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION XI. STORM WATER RUNOFF/ADEQUATE OUTFALL CONSIDERATIONS.EROSION ANDSEDIMENTCONTROLEROSC6.3NOTES
EROSION AND SEDIMENT
CONTROL NOTES
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTION67 C.Y./ AC. "DRY" STORAGE
84 C.Y./ AC. "WET" STORAGE
SEDIMENT CLEANOUT POINT
PROP 4" DEWATERING ORIFICE
INV = 702.00
RISER CREST
SEDIMENT BASIN #1 SECTION DETAIL
NOT TO SCALE
DESIGN HIGH WATER
(25-YR. STORM EVENT)
PROP 53.55 LF 30" CLASS III RCP @ 0.50%
INV = 699.00
0.5'
MIN. 3.0'
MIN. 2.0'
TOP OF DAM = 707.00
PROP 48" RISER
"DRY" STORAGE ELEV = 703.60
"WET" STORAGE ELEV = 702.00
MIN. 1.0'
PROP 72" TRASH RACK WITH ANTI VORTEX DEVICE
2.5:1 SLOPE3:1 SLOPEEROSION ANDSEDIMENTCONTROLEROSC6.4DETAILS
EROSION AND SEDIMENT
CONTROL NOTES
BROOKE ROAD
(RTE
1
3
2
2
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E
(
R
T
E
7
8
4
)
SMI
T
H
F
I
E
L
D
A
V
E
N
U
E WESVCS N
A
D
8
3/
2
0
1
1
NORT
H
Z
O
N
E
LOD LODLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LODLOD
LOD
LOD
LODLODLODLODLOWLOWLOWLOWSL SL
SL SL SL SL SL SL SL SL
SL
SL
WLWL WL WL WL WL
WL WL WL WL WL WL WL WLPROP ADJUSTED UTILITY
POLE (BY OTHERS)
WL WL WL WL WL WLWLWLWLFW
20'
DRN
20'
DRN
20'
DRN
20'
DRN
VAR
DRN
20'FW
20'
DRN
20'WLWLWLWLWLWLWLWLWLWLWLWLFW
20'WWWWWWWWWWFW
20'WLFW
20'
PROP COLD STORAGE BUILDING
USE: INDUSTRIAL
(230' X 400')
83,000 SF
HEIGHT = 48'
FFE= 717.50
400.00'200.00'100.00'30.00'13
12
12
LOADING
LOADING
LOADING 705'
TO
INTERSECT
ION
OFW.
BROOKE
ROAD
7
9
4
'
TO
INTERSECT
ION
OFFORT COLL
IER
ROAD410'
TO
ADJACENTENTRANCESEE LANDSCAPE
NOTE
1
-
243
LFAAREA TO BE SEEDED (TYP.)
SEE
L
A
N
D
S
C
A
P
E
N
O
T
E
2 -
1,
4
5
8
L
F
B
SEE LANDSCAPE N
O
T
E
2
-
7
5
3
L
F
B
SEE LANDSCAPE NOTE 2 - 625 LFCPROP. MULCH LINE (TYP.)
AREA TO BE SEEDED (TYP.)
AREA TO BE SEEDED (TYP.)
AREA TO BE SEEDED (TYP.)
AREA TO BE SEEDED (TYP.)
PROP. MULCH
LINE (TYP.)
9
QPH
41
IC
5
PXAB
9
CC
4
OA
3
QA
5
TA
1
ZS
1
ZS
6
ZS
3
OA
1
GTI
3
OV
1
GTI
5
TA
3
OV
4
PXAB
5
QA
0
SCALE:1:40_XREF
40 401020
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONLANDSCAPING LEGEND
INTERIOR PARKING LOT AREA (5,341 SF)
PLANTING AREA (456 SF)
LANDSCAPE NOTES:
1.LANDSCAPING HAS NOT BEEN INCLUDED ALONG BROOKE
ROAD ROW (BUFFER A) PER ZO 165-203.02.D(2).
2.LANDSCAPING HAS NOT BEEN INCLUDED ALONG
ADJACENT PROPERTY BORDERS B, C, AND D AS THEY
SHARE A SIMILAR INDUSTRIAL USE.
3.NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK
WATER EASEMENTS.
IMPERVIOUS AREA (171,154 SF)
LIMIT OF WORKLOW
LIMIT OF DISTURBANCELOD
PERIMETER LANDSCAPING
SECTION 165-202.01.D.13.a
SITE AREA 310,368 SF
IMPERVIOUS AREA 171,154 SF
DESCRIPTION REQUIRED PROPOSED
TREES (1 PER 2,000 SF PER FIRST 100,000 SF)50 50
TREES ( 1 PER 5,000 SF THEREAFTER)15 16
TREES (TOTAL)65 66
INTERIOR LANDSCAPING
SECTION 165-202.01.D.13.b.
INTERIOR PARKING LOT AREA 5,341 SF
PARKING AREA RATIO 5%
PARKING SPACES 29 SPACES
DESCRIPTION REQUIRED PROVIDED
PLANTING AREA (12,807 SF X 5%)267 SF 456 SF
TREES (1 PER 10 SPACES)2 TREES 2 TREES
LANDSCAPE SCHEDULE
LARGE CANOPY TREES
KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE CONT.
GTI 2 GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEY LOCUST 2" CAL / 8'-10'B&B
PXAB 9 PLATANUS X ACERIFOLIA `BLOODGOOD`LONDON PLANE TREE 2" CAL / 8'-10'B&B
QA 8 QUERCUS ALBA WHITE OAK 2" CAL / 8'-10'B&B
QPH 9 QUERCUS PHELLOS WILLOW OAK 2" CAL / 8'-10'B&B
TA 10 TILIA AMERICANA AMERICAN LINDEN 2" CAL / 8'-10'B&B
ZS 8 ZELKOVA SERRATA ZELKOVA 2" CAL / 8'-10'B&B
TOTAL 46
SMALL DECIDUOUS TREES
KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE CONT.
CC 9 CERCIS CANADENSIS EASTERN REDBUD 1.5" CAL / 8'-10'B&B
OA 7 OXYDENDRUM ARBOREUM SOURWOOD TREE 1.5" CAL / 8'-10'B&B
OV 6 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 1.5" CAL / 8'-10'B&B
TOTAL 22
EVERGREEN SHRUBS
KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE CONT.
IC 41 ILEX CRENATA JAPANESE HOLLY 36" MIN.#5 CAN LANDSCAPEPLANLSCPC7.1
LANDSCAPE PLAN
TREE PLANTING ON SLOPE DETAIL
NOT TO SCALE
EXISTING GRADE
DO NOT WRAP TRUNK
PREPARED SOIL FOR TREES
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL
UNDISTURBED SUBGRADE
TAMP SOIL SOLIDLY AROUND BASE
OF ROOT BALL
12"
SET ROOT BALL ON FIRM PAD
IN BOTTOM OF HOLE
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
PRESENT. ANY AND ALL TWINE SHALL BE REMOVED
FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL
BE FOLDED BACK INTO PLANTING HOLE
BEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED
LEAVES OR RECYCLED YARD WASTE TO BED AND TILL
INTO TOP 6" OF PREPARED SOIL.
3" THICK LAYER OF DARK BROWN
DOUBLE SHREDDED HARDWOOD
MULCH
4" BUILT-UP EARTH SAUCER
SET ROOT BALL FLUSH TO GRADE OR
SEVERAL INCHES HIGHER IN POORLY
DRAINING SOILS.
ONLY TREES WITH ONE MAIN LEADER SHALL BE
PURCHASED. DO NOT PRUNE TREE AT PLANTING
UNLESS DIRECTED TO BY PROJECT LANDSCAPE
ARCHITECT
2" DIA. HARDWOOD STAKES 2/3 TREE HT.
2 PER TREE
12 GAUGE GALVANIZED WIRE GUYS TWISTED
REINFORCED RUBBER HOSE (1/2"
DIA.)
NOTE: TREE STAKING TO BE REMOVED
AFTER 2 GROWING SEASONS
B&B CONTAINER
FINISHED GRADE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT
NOT TO SCALE
8-12"
24" MINIMUM
DECIDUOUS AND EVERGREEN
SHRUB PLANTING DETAIL
3" THICK LAYER OF DARK
BROWN DOUBLE
SHREDDED HARDWOOD
MULCH
PLANT SHALL BE
TRANSPLANTED AT THE SAME
GRADE AS IT BORE IN THE
NURSERY PLOT PRIOR TO
BALLING AND BURLAPPING.
FOR CONTAINER-GROWN
SHRUBS, USE FINGER OR
SMALL HAND TOOLS TO PULL
THE ROOTS OUT OF THE OUTER
LAYER OF POTTING SOIL; THEN
CUT OR PULL APART ANY
ROOTS THAT CIRCLE THE
PERIMETER OF THE CONTAINER
PLANTING MIX:
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL PLANTING
MIXTURE WILL CHANGE WITH
SOIL CONDITIONS
BEFORE PLANTING, ADD 3 TO 4"
OF WELL-COMPOSTED LEAVES
AND RECYCLED YARD WASTE
TO BED AND TILL INTO TOP 6"
OF PREPARED SOIL
PLACE SHRUB ON
FIRM SOIL IN
BOTTOM OF HOLE.
UNDISTURBED
SUBGRADE
SOIL SURFACE ROUGHENED
TO BIND WITH NEW SOIL.
REMOVE THE TOP 1/3 OF THE
WIRE BASKET IF PRESENT. ANY
AND ALL TWINE SHALL BE
REMOVED FROM THE SHRUB
BEFORE BACKFILLING. BURLAP
SHALL BE FOLDED BACK INTO
PLANTING HOLE
EVERGREEN TREE PLANTING DETAIL
NOT TO SCALE
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
4" BUILT-UP EARTH SAUCER
4-6" DEEPER THAN ROOT BALL
BEFORE PLANTING ADD 3 TO 4"
OF WELL-COMPOSTED LEAVES
OR RECYCLED YARD WASTE TO
BED AND TILL INTO TOP 6" OF
PREPARED SOIL.
SET ROOT BALL FLUSH TO GRADE OR
SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE
3" THICK LAYER OF DARK
BROWN DOUBLE SHREDDED
HARDWOOD MULCH
ONLY TREES WITH ONE MAIN LEADER
SHALL BE PURCHASED. DO NOT PRUNE
TREE AT PLANTING UNLESS DIRECTED
TO BY PROJECT LANDSCAPE
ARCHITECT
FOLD BURLAP AWAY FROM TOP OF
ROOT BALL
PREPARE WIDTH OF
PLANTING HOLE 6 FT
OR TWICE THE WIDTH
OF THE ROOT BALL;
WHICHEVER IS
GREATER
PREPARED SOIL FOR
TREES 1 PART PEAT MOSS 1
PART COW MANURE 3
PARTS TOPSOIL
UNDISTURBED
SUBGRADE
DIG WIDE, SHALLOW HOLE
WITH TAMPED SIDES
TAMP SOIL SOLIDLY AROUND
BASE OF ROOT BALL
DO NOT STAKE OR
WRAP TRUNK
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
PRESENT. ANY AND ALL TWINE SHALL BE REMOVED
FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL
BE FOLDED BACK INTO PLANTING HOLE
NOT TO SCALE
EXISTING SUBSOILMINIMUM 6" TOPSOIL
FINISHED GRADE
PERENNIAL/GROUND COVER PLANTING DETAIL
3" THICK LAYER OF
DARK BROWN DOUBLE
SHREDDED HARDWOOD
MULCH
D
DD
TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT
PLANT MATERIAL SPACED AS SPECIFIED.
SEE LANDSCAPE SCHEDULE FOR PROPOSED
SPACING.
INCORPORATE 2" OF PEAT INTO 6" OF
PLANTING MIXTURE, AS SPECIFIED
D= PROPOSED ON CENTER
(O.C.) SPACING
SEE LANDSCAPE SCHEDULE
FOR FOR REQUIRED SPACING
TYPICAL PERENNIAL AND GROUND COVER PLANTING
DECIDUOUS TREE PLANTING DETAIL
4" BUILT-UP EARTH SAUCER
BEFORE PLANTING ADD 3 TO 4"
OF WELL-COMPOSTED LEAVES OR
RECYCLED YARD WASTE TO BED
AND TILL INTO TOP 6" OF
PREPARED SOIL.
4-6" DEEPER THAN ROOT BALL
REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.
NOT TO SCALE
3" THICK LAYER OF DARK BROWN DOUBLE
SHREDDED HARDWOOD MULCH
TAMP SOIL SOLIDLY
AROUND BASE OF
ROOT BALL
DIG WIDE, SHALLOW HOLE
WITH TAMPED SIDES
ONLY TREES WITH ONE MAIN LEADER
SHALL BE PURCHASED. DO NOT PRUNE
TREE AT PLANTING UNLESS DIRECTED
TO BY PROJECT LANDSCAPE ARCHITECT
SET ROOT BALL FLUSH TO GRADE
OR SEVERAL INCHES HIGHER IN
POORLY DRAINING SOILS.
FOLD BURLAP AWAY FROM
TOP OF ROOT BALL
SET ROOT BALL ON FIRM
PAD IN BOTTOM OF HOLE
REMOVE THE TOP 1/3 OF THE WIRE BASKET IF
PRESENT. ANY AND ALL TWINE SHALL BE
REMOVED FROM THE TREE BEFORE
BACKFILLING. BURLAP SHALL BE FOLDED BACK
INTO PLANTING HOLE
DO NOT STAKE
OR WRAP TRUNK
PREPARED SOIL FOR TREES
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL
UNDISTURBED
SUBGRADE
PREPARE WIDTH OF
PLANTING HOLE 6 FT OR
TWICE THE WIDTH OF
THE ROOT BALL;
WHICHEVER IS GREATER
LANDSCAPE SPECIFICATIONS
1. SCOPE OF WORK:
THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL
PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS,
TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY
THE GENERAL CONTRACTOR.
2. MATERIALS
A.GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE
DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS.
B.TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE
BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE
MATTER AND CLAY CLODS.
C.LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR
AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE
PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES.
1.1.LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED.
1.2.SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS.
1.3.SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE.
D.MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED
BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED
DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN.
E.FERTILIZER
1.1.FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD
BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A
WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE.
1.2.FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND
4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY
A CERTIFIED SOIL LABORATORY.
F.PLANT MATERIAL
1.1.ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR
NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE
ASSOCIATION.
1.2.IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL
PLANT MATERIAL.
1.3.PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST
ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION.
1.4.TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1¼",
WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH
WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES.
1.5.ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF
GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF
DISEASE, INSECTS, PESTS, EGGS OR LARVAE.
1.6.CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX
INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE.
IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE
CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE.
1.7.SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE
LONGEST BRANCH.
1.8.TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL.
3. GENERAL WORK PROCEDURES
A.CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE
CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS,
MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF.
B.WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS
SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE.
4. SITE PREPARATIONS
A.BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG
OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN.
B.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF
ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE
SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL
SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A
REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL
NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED
TO PREVENT SHOCK OR DECLINE.
C.CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR
TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS
PRIOR TO THE BEGINNING OF WORK.
5. TREE PROTECTION
A.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE
PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF
CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE
STRICT TREE PROTECTION ZONE SHALL BE HONORED.
B.A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', OR
APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE
PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED
WITHIN THE TREE PROTECTION DETAIL.
C.WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING
AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING
ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND
MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.
D.AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT
STANDING IN THE TREE PROTECTION ZONE.
6. SOIL MODIFICATIONS
A.CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING.
SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY.
B.LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO
THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED
BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS.
C.THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY.
COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS
PERFORMED BY A CERTIFIED SOIL LABORATORY.
1.1.TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC
MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL
PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF
OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5.
1.2.TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING
COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE
USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX.
SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE.
1.3.MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED
CLAY LOAM UP TO 30% OF THE TOTAL MIX.
7. FINISHED GRADING
A.UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THE
SITE.
B.LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN
ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL
THICKNESS (1"±).
C.ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT
CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED
BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT.
D.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND
AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS.
8. TOPSOILING
A.CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE
LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED
SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS.
B.ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY
BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION.
C.CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE
TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED
THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS
SECTION ABOVE.
D.ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED
FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK
PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO
DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA):
1.1.20 POUNDS 'GROW POWER' OR APPROVED EQUAL
1.2.20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIP
E.THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS.
9. PLANTING
A.INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT
THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL.
PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS
THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH
TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE.
B.PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN
WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE.
PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION.
C.ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING
UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED.
D.ALL PLANTING CONTAINERS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS
DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED
DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING.
E.POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL
OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED.
F.PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE
APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY.
THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS
FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE
FOLLOWING PLANTING SEASONS:
1.1.PLANTS: MARCH 15 TO DECEMBER 15
1.2.LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1
G.PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT
APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING
AGENCY FOR POTENTIAL SUBSTITUTIONS.
H.FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH
TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS
GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING
SEASON:
ACER RUBRUM PLATANUS X ACERIFOLIA
BETULA VARIETIES POPULOUS VARIETIES
CARPINUS VARIETIES PRUNUS VARIETIES
CRATAEGUS VARIETIES PYRUS VARIETIES
KOELREUTERIA QUERCUS VARIETIES
LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA
LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES
I.PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL.
THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH
THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY:
·1 PART PEAT MOSS
·1 PART COMPOSTED COW MANURE BY VOLUME
·3 PARTS TOPSOIL BY VOLUME
·21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS:
A) 2 TABLETS PER 1 GALLON PLANT
B) 3 TABLETS PER 5 GALLON PLANT
C) 4 TABLETS PER 15 GALLON PLANT
D) LARGER PLANTS: 2 TABLETS PER ½" CALIPER OF TRUNK
J.FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND
WATER THOROUGHLY.
K.ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE
BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP
OF THE ROOT BALL.
L.ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED
TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE.
M.GROUND COVER AREAS SHALL RECEIVE A ¼" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL
PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT
CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION.
N.NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM
EXISTING STRUCTURES AND SIDEWALKS.
O.ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED
AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB.
P.ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE
WATERING SPECIFICATIONS AS LISTED HEREIN.
10. TRANSPLANTING (WHEN REQUIRED)
A.ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT.
B.IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL,
ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND.
C.PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30.
D.UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE.
E.TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN.
F.IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES
GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE
MUNICIPALITY'S TREE REPLACEMENT GUIDELINES.
11. WATERING
A.NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING.
WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO
THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL
CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED.
B.SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE
ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED
FOR ALL NEWLY PLANTED TREES.
C.IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT
MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF
MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH.
12. GUARANTEE
A.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL
OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A
MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE
RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN
COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE.
B.ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD.
REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY
DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION.
C.TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT
THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE
PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD
CONDITION AND FREE OF INSECTS AND DISEASE.
D.LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER
OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH,
ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS.
13. CLEANUP
A.UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE
CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED
AREAS ARE TO BE CLEANED.
B.THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER
OR AUTHORIZED REPRESENTATIVE.
SEEDING SPECIFICATIONS
1.MATERIAL:
1.1.SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT
THE SPECIFIED COMPOSITION:
1.1.1.80% - TURF TYPE TALL FESCUE SEED
1.1.2.10% - KENTUCKY BLUEGRASS SEED
1.1.3.10% - ANNUAL RYE GRASS SEED
1.2.INSTALLATION RATES:
1.2.1.SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF
1.2.2.LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT
SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE
(46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED.
1.2.3.FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A
RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF)
1.2.4.LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5
GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS
PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND
INITIAL ESTABLISHMENT.
1.2.5.MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A
RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT
COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE
THROUGH THE STRAW LAYER.
2.EXECUTION AND PREPARATION:
2.1.A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS
AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO
AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF
AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED.
AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE
GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING
TO SOIL ANALYSIS.
2.2.ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE
PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE
HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL
WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW
SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO
PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE
PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC
DEBRIS ARE PRESENT ON THE INSTALLATION AREAS.
2.3.PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED
OF ALL DEBRIS LARGER THAN 2" DIAMETER.
2.4.AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF
ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS
ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF
COMPACTION.
3.INSTALLATION:
3.1.STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS
AND RECOMMENDATIONS.
3.2.EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO
HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN.
HYDROSEEDING MAY ALSO BE PERFORMED WITH THE
ENGINEER/ARCHITECT'S APPROVAL.
3.3.SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING
DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED.
3.4.LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO
AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND
VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE
APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A
RATE OF 80LBS PER ACRE.
3.5.FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE
RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO
SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER
AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET).
3.6.A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF
SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING
AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC
PRODUCT MANUFACTURER RECOMMENDATIONS.)
4.MAINTENANCE
4.1.FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS
IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF
SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE
VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER
APPLICATION RATES.
4.2.REPAIR ALL SEED WASHINGS AND EROSION.
OWNER MAINTENANCE RESPONSIBILITIES
UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS
FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL
INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND
FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND
AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT
LIMITED TO, THE FOLLOWING:
·TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO
ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL
PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH
OF TRAVEL.
·TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE
TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS
OTHERWISE INDICATED ON THE PLANS.
·VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED
SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL
SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS-EGRESS WAYS.
·FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY
FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY
OTHER HAZARDS.
THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS
REQUIRED TO PROVIDE.
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONLANDSCAPENOTES ANDDETAILS CNDSC7.2
LANDSCAPE NOTES
AND DETAILS
C7.3
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONLIGHTINGDETAILS CNDSC7.4
LIGHTING DETAILS
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONLIGHTINGDETAILS CNDSC7.5
LIGHTING DETAILS
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONLIGHTINGDETAILS CNDSC7.6
LIGHTING DETAILS
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONLIGHTINGDETAILS CNDSC7.7
LIGHTING DETAILS
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONLIGHTINGDETAILS CNDSC7.8
LIGHTING DETAILS
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONLIGHTINGDETAILS CNDSC7.9
LIGHTING DETAILS
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONLIGHTINGDETAILS CNDSC7.10
LIGHTING DETAILS
NOT TO SCALE
BOLLARD DETAIL4'-0"3'-0"1'-0"1'-6"
MIN.
1.SEE SITE PLAN FOR LOCATION(S).
NOTE:
8" DIAMETER STEEL PIPE FILLED
W/ CONCRETE PAINTED TRAFFIC
YELLOW AND EMBEDDED IN
CONCRETE BASE
TOP OF ASPHALT OR
CONCRETE SLAB
3000 P.S.I. CONCRETE
NOT TO SCALE
TRENCH DRAIN DETAIL
1. SCHEMATIC ONLY. FINAL DESIGN TO PROVIDE H-20 VEHICULAR LOADING.
2. SEE PLAN VIEW AND PROFILES FOR GRATE AND TRENCH INVERT ELEVATIONS.
12"
6"6"VARIES(SEE PROFILE)NOTES:
FINISHED GRADE
FRAME TO BE THOROUGHLY
EMBEDDED IN MORTAR
CAST-IN-PLACE REINFORCED
CONCRETE @ 4,000 P.S.I.
OUTLET PIPE
CONCRETE FOOTING
@ 4,000 P.S.I.
NOT TO SCALE
BOLLARD MOUNTED ADA PARKING SIGN DETAIL
ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT
WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES3'-0"7'-0" TO BOTTOM OFLOWEST REQUIRED SIGN1'-6"2'-0"18"12"6"NOTE:
REFLECTIVE ALUMINUM
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
TYPICAL AT ALL ADA SPACES
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
GALVANIZED "U" CHANNEL POST
4" DIA. SCH. 40 GALVANIZED STEEL PIPE
BOLLARD PAINTED OSHA YELLOW FILLED
WITH CONCRETE
PAINT CONCRETE BLACK AFTER
CURING AT ASPHALT LOCATIONS
4000 PSI CONCRETE
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONCONSTRUCTIONDETAILS SHEETC9.1 CNDS"A"
ELEVATION
DETAIL "A"NOT TO SCALE
TYPICAL ADA RAMP AND HANDRAIL DETAIL
30' MAX. HORIZONTAL (RUN)60" MINIMUM LANDING
60" MINIMUM
LANDING
2'-6"MAX.RISE4"34"-38"1'-0"
1'-0"34"-38"36" CLEAR (MIN.)
1-1/2" MIN. WALL
MOUNT SPACING
1. RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH CURRENT ADA GUIDELINES.
2. HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL BE 1.25" TO 2" OUTSIDE DIAMETER.
3. NON-CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMETER OF 4" TO 6.25" AND A MAXIMUM CROSS SECTION
DIMENSION OF 2.25". (SEE ADA GUIDELINES)
4. SIDEWALK TO EXTEND 4" BEYOND OUTSIDE OF RAILING WHEN A BOTTOM RAIL IS PROVIDED OR 12" BEYOND
WHEN NO BOTTOM RAIL IS PROVIDED.3"MIN.1'-0"8" SQUAREVARIES2.08% MAX.
SLOPE
SEE NOTE 4
BOTTOM RAIL
NOTES:
HANDRAIL
SET PIPE IN
CONC. FOOTING
HANDRAIL
NOT TO SCALE
HEAVY DUTY ASPHALT PAVEMENT SECTION
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 3 PER GEOTECHNICAL REPORT
PREPARED BY TRIAD ENGINEERING, INC., ENTITLED WCS LOGISTICS ADDITION, DATED
11/08/2022 (PROJECT #07-22-0478). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S
ARE AVAILABLE ON COMPACTED SUB-BASE.
NOTE:
2" ASPHALT SURFACE COURSE (SM-12.A)
3" ASPHALT BINDER COURSE (BM-25A)
8" COMPACTED STONE BASE (21A/B)
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOT TO SCALE
STANDARD DUTY ASPHALT PAVEMENT SECTION
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 3 PER GEOTECHNICAL
REPORT PREPARED BY TRIAD ENGINEERING, INC., ENTITLED WCS LOGISTICS
ADDITION, DATED 11/08/2022 (PROJECT #07-22-0478). FINAL DESIGN TO BE
PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE.
NOTE:
1.5" ASPHALT SURFACE COURSE (SM-12.A)
1.5" ASPHALT BINDER COURSE (BM-25A)
8" COMPACTED STONE BASE (21A/B)
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
NOT TO SCALE
CONCRETE-TO-ASPHALT DETAIL
TACK COAT
(APPLIED AT A RATE
OF 0.2 GALLONS/S.Y.)
PAVEMENT SURFACE
(SEE PAVEMENT DETAIL)
8" CONCRETE PAVEMENT SECTION
6"
NOT TO SCALE
CONCRETE DOWELING DETAIL
EX. CONC.
PAVEMENT
PROP. CONC.
PAVEMENT
8-1/2"
1.CONTRACTOR TO BLOW OUT DUST FROM DRILLED HOLES PRIOR TO APPLYING
GROUT.
NOTE:
EXPANSION JOINT MATERIAL
EPOXY COATED
DOWEL @ 18" O.C.
GROUT
NOT TO SCALE
CONCRETE SIDEWALK DETAIL
VARIES
3:1 MAX.
3
:
1
M
A
X
.
3
:
1
M
A
X
.3:1 MAX.
1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED
AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL
TO SIDEWALK WIDTH.
2% MAX. CROSS SLOPE
NOTE:
COMPACTED SUBGRADE (PER
GEOTECHNICAL REPORT)4" THICK, COMPACTED
STONE BASE (TYPE 2a)
4" CLASS A CONCRETE
(3000 P.S.I. @ 28 DAYS)
2' MIN. CLEAR ZONE
(TYP., LT. & RT.)
NOT TO SCALE
CURB BREAK DETAIL
3' TAPER 4' CURB
BREAK
3' TAPER
GUTTER PAN
3' RIP-RAP PAD
3' TAPER
4' CURB
BREAK 3' TAPER
ELEVATION
PLAN
PAVED SURFACE/ CONC. PAD
STD. CURB (PER SITE PLAN)
1" RADIUS
FULL HEIGHT CURB
VARIABLE WIDTH
CURB TAPER
2"
NOT TO SCALE
CURB TAPER DETAIL
PAVEMENT SURFACE
1" RADIUS
NOT TO SCALE
HEADER CURB DETAIL
4"
6"18"1.EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS.
2.THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST.
NOTES:
PAVEMENT SURFACE
(SEE PAVEMENT DETAIL)
6" REVEAL
2" RADIUS1/4" RADIUS
FINISHED GRADE
NOT TO SCALE
HEAVY DUTY CONCRETE SECTION
#4's @ 18" OC
8" CONCRETE ( 5,000 PSI)6" COMPACTED STONE BASE
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
12:1 MAX.
SLOPE
5'-0"
MIN.
12:1 MAX.
SLOPE
NOT TO SCALE
ADA ACCESSIBLE RAMP DETAIL
1.ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA
ACCESSIBLE GUIDELINES.
2.LEVEL LANDING AT TOP OF RAMP TO BE 3' DEEP IF NO CHANGE IN DIRECTION,
OR 5'X5' MINIMUM IF A CHANGE IN DIRECTION OCCURS.
NOTE:
TRUNCATED DOME PATTERN
EDGE OF CURB SEE NOTE 2
NOT TO SCALE
GRAVEL ROAD SECTION
3" GRAVEL
6" COMPACTED STONE BASE (21A/B)
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
CONSTRUCTION DETAILS
SHEET
SHEET NUMBER
JOB NO : VAB230143.00
PA : AHT
DATE : 11.09.2023
REVISIONSCIVIL:DESIGN BUILDERCONSULTING ENGINEERSSTRUCTURAL:ELECTRICAL:PLUMBING:FIRE PROTECTION:MECHANICAL:THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
GMA ARCHITECTS, INC.PROJECT7930 CLAYTON ROAD, 3RD FLR,RICHMOND HEIGHTS, MO 63117(P) 314-963-0715 (F) 314-963-0714WWW.GMA-ARCHITECTS.COM188 BROOKE ROADWINCHESTER, VA 22603WCS LOGISTICSBOHLER ENGINEERING28 BLACKWELL PARK LANE, SUITE 201WARRENTON, VA 20186PH: 540.349.4500MCNEALY ENGINEERING, INC.11457 OLDE CABIN ROAD, SUITE 350ST. LOUIS, MO 63141PH: 314.997.7310CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600SHENANDOAH VALLEY ELECTRICCOOPERATIVEWINCHESTER, VAPH: 800.234.7832CASE ENGINEERING, INC.796 MERUS COURTST. LOUIS, MO 63026PH: 636.349.1600AHERN FIRE PROTECTION201 MORRIS COURTFOND DU LAC, WI 54935PH: 920.921.902028 BLACKWELL PARK LANE, SUITE 201WARRENTON, VIRGINIA 20186Phone:(540) 349-4500Fax:(540) 349-0321VA@BohlerEng.com1: 12/27/2023
2: 01/25/2024
KATHERINE ROBERTS
Lic. No. 0402060193
01/25/2024 NOT APPROVED FORCONSTRUCTIONUTILITYDETAILSSHEET CNDSC9.2
NOTE: THE ABOVE DETAILS ARE PROVIDED BY FREDERIC
COUNTY WATER AUTHORITY. BOHLER ENGINEERING
SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS
INFORMATION CONTAINED WITHIN THIS DETAIL AND/OR
STRUCTURAL FAILURE.UTILITY DETAILS
SHEET