HomeMy WebLinkAboutSDP201800048 Plan - Approved Final Site Plan and Comps. 2019-06-18SITE DATA
ADDRESS
3267 PROFFIT ROAD
CHARLOTTESVILLE, VA
JURISDICTION
ALBEMARLE COUNTY
ZONING
EXISTING
HIGHWAY COMMERCIAL - HC
PROPOSED
HIGHWAY COMMERCIAL - HC
SITE AREA
1.49 AC
BUILDING AREA
6,049 SF
BUILDING AREA PERCENTAGE OF SITE AREA
9.32%
PROP. IMPERVIOUS SURFACE COVER OF SITE
1.26 AC (84.50%)
AREA
PARKING REQUIRED
PARKING REQUIRED 1 SPACE PER 100 SF OF RETAIL
SALES AREA FOR THE FIRST 5000 SF OF RETAIL SALES
AREA. RETAIL SALES AREA = 80% OF THE GROSS FLOOR
AREA (GFA)
6049 * 0.8 = 4839
4839 / 100 = 48
PARKING PROVIDED
48 SPACES
AREA OF PAVED PARKING AND VEHICULAR
1.00 AC (65.8%)
CIRCULATION
HANDICAP
2 SPACES
ZONE A
25 SPACES (INCL. 2 HANDICAP)
ZONE B
11 SPACES
ZONE C
12 SPACES
TOTAL
48SPACES
_
# OF TRUCK/OVERSIZED PARKING
0
REQUIRED BUILDING SETBACKS
FRONT YARD(SEMINOLE TRAIL
10 FEET
AND PROFFIT ROAD)
SIDE YARDS(NORTH AND EAST
N/A
PROPERTY LINES)
PROVIDED BUILDING SETBACKS
FRONT YARD(SEMINOLE TRAIL
±164 FEET (SEMINOLE TRAIL) AND ±75.7 FEET (PROFFIT
AND PROFFIT ROAD)
ROAD)
SIDE YARDS(NORTH AND EAST
±43 FEET (NORTH) AND ±91 FEET (EAST)
PROPERTY LINES)
REQUIRED PARKING SETBACKS
FRONT YARD(SEMINOLE TRAIL
N/A
AND PROFFIT ROAD)
SIDE YARDS(NORTH AND EAST
N/A
PROPERTY LINES)
PROVIDED PARKING SETBACKS
FRONT YARD(SEMINOLE TRAIL
±10 FEET (SEMINOLE TRAIL), ±6.7 FEET (PROFFIT ROAD)
AND PROFFIT ROAD)
SIDE YARDS(NORTH AND EAST
±6.0 FEET (NORTH), ±7.5 FEET (EAST)
PROPERTY LINES)
REQUIRED LAND BUFFERS
FRONT YARD(SEMINOLE TRAIL
N/A
AND PROFFIT ROAD)
SIDE YARDS(NORTH AND EAST
N/A
PROPERTY LINES)
PROVIDED BUFFERS
FRONT YARD(SEMINOLE TRAIL
±10 FEET (SEMINOLE TRAIL), ±8.0 FEET (PROFFIT ROAD)
AND PROFFIT ROAD)
SIDE YARDS(NORTH AND EAST
±6.0 FEET (NORTH), ±7.5 FEET (EAST)
PROPERTY LINES)
BUILDING TYPE
W50T-FB-VA-M
CANOPY CONFIGURATION
STACKED
CANOPY TYPE
A -FRAME
# OF MPD'S
6
TYPE OF MPD'S
(6) 3+1
SQUARE FEET OF ASPHALT INSIDE R.O.W. (TO
BE SEAL COATED)
3,200 SF
SQUARE FEET OF LAWN TO BE MOWED
4,525 SF ON -SITE
SQUARE FEET OF MULCH AREA
6,940 SF
NOTES:
1.THIS SITE ALSO LOCATED IN THE ENTRANCE CORRIDOR
OVERLAY DISTRICT.
2.1 SIGN PER STREET FRONTAGE, OR 2 SIGNS PER
ENTRANCE, PER LOT WITH 100 OR MORE FEET OF
CONTINUOUS STREET FRONTAGE PLUS 1 SIGN PER LOT IF
THE LOT IS GREATER THAN 4 ACRES AND HAS MORE
THAN 1 APPROVED ENTRANCE ON ITS FRONTAGE. 5 FEET
BETWEEN PROPERTY LINE AND SIGN IS REQUIRED,
3. THE "LAYOUT PLAN" (SHEET 8 OF 15 AND "COVER
SHEET" (SHEET 1 OF 15) OF APPROVED FINAL SITE PLAN
SDP201000029 REQUIRED 165 PARKING SPACE, AND 198
PARKING SPACES WERE PROVIDED. THE PROPOSED
MODIFICATIONS SHOWN ON SDP201800048 (THE
ELIMINATION OF FOUR (4) SPACES ON THE ADJOINING
PROPERTY) WOULD NOT TAKE THE ADJOINING PROPERTY
OUT OF COMPLIANCE WITH THE MINIMUM PARKING
REQUIREMENTS IDENTIFIED IN SDP201000029.
APPROVAL
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
1
I
INSPECTIONSmm/
ARE
DEPARTMENT OF FIRE RESCUE
' ��I)L+
ALBEMARLE COUNTY SERVICE AUTHORITY
/ 7
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
SITF--,.. P1_4AN D0Cu1M.F_,..,NTS
CONTACT INFORMATION
REFT E—NCES
BOUNDARY & TOPOGRAPHIC/ALTA SURVEY:
ALTA/NSPS LAND TITLE SURVEY, WAWA
3267 PROFFIT ROAD
RIVANNA MAGISTERIAL. DISTRICT
ALBEMARLE COUNTY, VIRGINIA
PREPARED BY BOHLER ENGINEERING.
PROJECT NO. SV162083. DATED 10/27/17. REVISED 10/8118.
BUILDING PLAN:
WAWA STACKED 6 A FRAME GAS CANOPY
RT 29 & PROFFIT RD
CHARLOTTESVILLE, VA
PREPARED BY CUHACI & PETERSON.
PROJECT NO, 2180068. DATED 03/26/2018.
GEOTECHNICAL REPORT:
SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT
3267 PROFFIT ROAD
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
PREPARED BY ECS MID -ATLANTIC, LLC
PROJECT NO, 28:2173. DATED 11/17/17.
COUNTY OF ALBEMARLE
DEPARTMENT OF COMMUNITY DEVELOPMENT
401 McINTIRE ROAD
CHARLOTTESVILLE, VA 22902
PHONE: (434) 296-5832
FAX: (434) 972-4126
UTjL T1
ALBEMARLE COUNTY SERVICE AUTHORITY
168 SPOTNAP ROAD
CHARLOTTESVILLE, VA22911
TEL: (434) 977-4511
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LOCATION OF SITE
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DISTRICT
ALBEMARLE COUNTY, VIRGINIA
TAX MAP: 32A-02-1
LOCA110N MAP
COPYRIGHT ADC THE MAP PEOPLE
PERMIT USE NO. 20602153-5
SCALE: 1 "=2000'
NU ULVLLUHIVII_N I UKUUP, LLC
8605 WESTWOOD CENTER DRIVE, SUITE 410
VIENNA, VA 22182
CONTACT: MARK FONTAINE
(703) 404-2346
PREPARED BY
OWNER
`J' NE
CHARLOTTESVILLE PROFFIT, LLC
1401 BROAD STREET
CLIFTON NJ, 07013
CONTACT: MARK FONTAINE
(703)431-6938
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-032 1
V-A.@BohlerEng.com
CONTACT: JONATHAN Q. RITCHIE, P.E.
SHEET INDEX
SHEET TITLE
SHEET NUMBER
COVER SHEET
C-101
GENERAL NOTES
C-102
GENERAL NOTES AND LEGEND
C-103 e
TOPOGRAPHIC SURVEY (FOR INFORMATION ONLY)
C-201
DEMOLITION PLAN
C-202
SITE PLAN
�C-301
FIRELANE PLAN
C-302
TRUCK MOVEMENT PLAN
C-303
GRADING PLAN
C-401
UTILITY PLAN
C-501
UTILITY PROFILES
C-502
STORM COMPUTATIONS
C-503
LANDSCAPE PLAN
C-701
LANDSCAPE NOTES AND DETAILS
C-702
SIGHT DISTANCE PROFILES PROFFIT ROAD
C-703
SIGHT DISTANCE PROFILES SEMINOLE TRAIL
C-704
LIGHTING PLAN
C-705
LIGHTING DETAILS
C-706 - C-707
CONSTRUCTION DETAILS
C-801 - C-805
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REVISIONS
REV
DATE
COMMENT
BY
1
10/9/18
ADDRESS COUNTY
COMMENTS
JQR
2
'11130/18
ADDRESS COUNTY
COMMENTS
JQR
3
2/22/19
ADDRESS COUNTY
COMMENTS
JQR
4
4/24/19
ADDRESS COUNTY
COMMENTS
JQR
5
5/15/19
ADDRESS ACSA
COMMENTS
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: V162083
DRAWN BY: DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE: AS NOTED
CAD I.D.: 2125
PROJECT: Pay tnjP
SITE PLAN
FOR
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LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY, VIRGINIA
BOHLEk
E N G I N E E I I N G
28 BLACKWELL PARK LANE, BUTTE 2011
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
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CO \Y ER S E JLt
SHEET NUMBER:
C, 101
H.\16\V162083\DRAWINGS\P1_AN SETS\SITE PLAN DOCUMENiSM62083SD I. DWG PRINTED BY: DHALSEY 6 15.19 @ 12:55 PM LAST SAVED BY: DHALSEY
GENERAL NOTES:
CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR
IS RESPONSIBLE P IBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE
REQUIREMENTS.
1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN:
* BOUNDARY AND TOPOGRAPHICAL SURVEY
TITLED "ALTA/NSPS LAND TITLE SURVEY, WAWA
3267 PROFFIT ROAD
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA"
PREPARED BY BOHLER ENGINEERING.
PROJECT NO. SV162083. DATED 10/26/17. REVISED 10/8/18.
PHONE (703) 709-9500
* GEOTECHNICAL STUDY
TITLED "SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, WAWA 3267 PROFFIT ROAD,
ALBEMARLE COUNTY, VIRGINIA", PREPARED BY ECS MID -ATLANTIC LLC, ECS PROJECT NO. 28:2173, DATED: 11/27/17
* BUILDING PLAN
TITLED "WAWA STACKED 6 A FRAME GAS CANOPY", RT 29 & PROFFIT RD, CHARLOTTESVILLE, VA, PREPARED BY CUHACI &
PETERSON PROJECT NO. 2180068 DATED: 03/26/18
PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE
DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY.
2. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF
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.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL
AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED.
3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS
RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND
APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN
OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.
4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. ALL. WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS 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.
6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN 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 THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE
PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER,
IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS
AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK.
7. THESE PLANS ARE BASED ON] INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO
THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER
ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF
THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.
8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, 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 REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING
CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK.
9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND
DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY
LOCATIONS.
10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL
REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO,
STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR
MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR
AMBIGUITIES WHICH EXIST.
11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID
WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES
WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR.
12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN 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.
13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE 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. 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.
14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY 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 SHALL 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.
CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL
EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF
CONSTRUCTION.
15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS
UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT.
16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY
OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED
BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT
OF CONSTRUCTION.
17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN
RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S
SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY
JOB SITE SAFETY ISSUES, AT ANY TIME.
18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S
LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE
THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, 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 INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD
HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER
ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF -THE REQUIRED INSURANCE PRIOR TO COMMENCING
WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER
THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER
THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING 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 CONTRACTORS, ALL
CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN
WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE
HEREUNDER.
19. BOHLER ENGINEERING 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 CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION
SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR 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
HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS
WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT
BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT, BOHLER
ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY
AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR, BOHLER ENGINEERING WILL NOT BE
REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN
RECEIVED.
SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE
ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE
PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY
CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH
OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL
INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN
NOTE 19 FOR JOB SITE SAFETY.
21.IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN,
WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE
WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL
COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD
HARMLESS THE ENGINEER TO THE FULLEST EXTENT PERMITTED UNDER THE LAW IN ACCORDANCE WITH PARAGRAPH 19
HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED
TO SAME.
22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS
PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S
PRICE.
23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY
APPROVED SUPPLEMENT.
24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR
CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND
HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER
INCURS.
25. 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 ENGINEER
IS 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 ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES
THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE
27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL
REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS.
28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND
ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF
CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER
HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT
OF SAID FAILURE.
29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN
COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION
REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL
ACTIVITIES, INCLUDING THOSE OF 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.
30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY
PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF
"PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL
KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE
STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED.
31. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED
GENERAL L ; EMOL ITION NOTES,
1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
* BOUNDARY AND TOPOGRAPHICAL SURVEY
TITLED "ALTA/NSPS LAND TITAL SURVEY, WAWA
3267 PROFFIT ROAD
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA"
PREPARED BY BOHLER ENGINEERING.
PROJECT NO. SV162083. DATED 10/26/17, REVISED: '10/8/18
PHONE (703) 709-9500
GEOTECHNICAL STUDY
TITLED "SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, WAWA 3267 PROFFIT ROAD
ALBEMARLE COUNTY, VIRGINIA", PREPARED BY ECS MID -ATLANTIC LLC, ECS PROJECT NO. 28.2173, DATED. 11/27/17,
2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE 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.
3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE
SUPERVISION, OR ANYTHING RELATED TO SAME.
4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE
DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND
INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE
IMPROVEMENTS.
5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR
SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE
CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN
WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY
DEMOLITION ACTIVITY. 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.
6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO:
A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND
OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND
DEMOLITION WORK.
ADA INSTRUCTIONS TO CONTRACTOR
CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP)
ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST
COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS,
REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING
SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE
BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT
LIMITED TO THE FOLLOWING:
* PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.
* CURB RAMPS - SLOPE SHALL NOT EXCEED 1:12 (8.3%
* LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT
EXCEED 1:50 (2.0%) IN ANY DIRECTION.
* PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF
TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE,
WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP REQUIREMENTS MUST BE ADHERED TO.
A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, SHALL BE PROVIDED. THE RAMP MUST HAVE
ADA HAND RAILS AND LEVEL LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY
DIRECTION (2.0%) FOR POSITIVE DRAINAGE.
* DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY
FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS
THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE
DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY COD.)
* WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF
OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY 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 DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT
DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE
COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM
LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
* THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR
TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE
NON -CONFORMING CONCRETE.
20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL
AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION,
PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND
ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL
CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION
MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING,
GENERAL GR.A DING & UTILITY TY NOTES
1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY
CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION.
SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY
THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST
IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE
LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS)
WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT
LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, 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 THE
UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING
UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED
WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION.
3. 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. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR
DISC
REPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE
CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE
RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR
DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT
ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO
COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE
AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME.
4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL
ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS
RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING
REMOVED/RELOCATED DURING SITE ACTIVITY.
5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND
IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION 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 AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY
COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND
CODES.
6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY
GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES.
7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR
EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND
EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST
COORDINATE INSTALLATION OF UTILITIES/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 WITH JURISDICTION AND/OR
CONTROL OF THE SITE, 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 SITE PLANS AND THE
ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR
MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME.
8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY
COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES
REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE
APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING
CONSTRUCTION.
9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED
UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE
PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS.
10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET, THE CONTRACTOR IS
RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN
THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE
GEOTECHNICAL REPORT. 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 1S
PERFORMED, VERIFYING 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. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE
OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY
OVVNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH
APIPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. 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.
11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE
UTIILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL
AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND
CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL.
FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE.
12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS,
AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR
IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS' REQUIRED TO MEET THE INTENT AND PERFORMANCE
CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING
PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO
EXCAVATION AND TRENCHING PROCEDURES.
13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE
FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE
SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED.
14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS
NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS,
RULES, STATUTES, LAWS, ORDINANCES AND CODES.
15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, 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 FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT
ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE
COMPLETION OF WORK.
16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE,
THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER,
UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE
CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND
MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST
PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK.
17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY
INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75%
MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM
ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST
IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC
SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION
WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER,
CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS,
INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME.
18.PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS
OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS
CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO
INSTALLATION OF SAME.
19. REFER TO SITE PLAN FOR ADDITIONAL NOTES.
20. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN
WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN
WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS.
21. CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF
SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO
ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK.
22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS,
ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS
ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL
DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE
CONSTRUCTION OCCURS.
23. STORM DRAINAGE PIPE:
UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS ill WITH
SILT TIGHT JOINTS. WHEN HIGH -DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST
CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT
TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED
OTHERWISE.
24. ALL SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 26, PER CITY REQUEST.
25, STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
26, STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS
RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS.
27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE ,
CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER
SUITABLE MATERIAL.
28. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE
SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION
IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE
BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH
JURISDICTION OVER SAME.
* WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN
CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF
AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE
LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES
UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED.
29. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQ
UIREMENTS AND SPECIFICATIONS
OF THE
LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED
DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE
APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION.
30. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING
SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY
AND/OR STATE DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF
COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME.
31. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR
BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE
GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL
CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE
OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM
SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT
BLOCKAGES CAN BE ADDRESSED.
32. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT
ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL
ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES
BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING.
ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND
ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
33. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.
34. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE
NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER
THE PROPERTY.
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1
10/9/18
ADDRESS COUNTY
COMMENTS
JQR
2
11/30/18
ADDRESS COUNTY
COMMENTS
JQR
3
2/22/19
ADDRESS COUNTY
COMMENTS
JQR
4
4/24/19
ADDRESS COUNTY
COMMENTS
JQR
5
5/15/19
ADDRESS ACSA
COMMENTS
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: 7162083
DRAWN BY: DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE: N/A
CAD I.D.: SD5
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD .
ALBEMARLE COUNTY, VIRGINIA
28 BLACKWELL DARK LANE, SMITE 20'
WARRENTON, VIRGINIA 20188
Phone: (540) 349-4500
Fax: (540) 349-0321
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REFERENCES
'I. DRAFT PLAN ENTITLED PROPOSED SITE PLAN DOCUMENTS, PREPARED:BY BOHLER
ENGINEERING, DATED JUKE 22,2018.
5 7.5 0 310
1 `= 30'
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703,709,9600 - 703109,9501 FAX
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REV
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1019/18
ADDRESS COUNTY
COMMENTS
JQR
2
11/30/18
ADDRESS COUNTY
COMMENTS
JQR
3
2122/19
ADDRESS COUNTY
COMMENTS
JQR
4
4/24119
ADDRESS COUNTY
COMMENTS
JQR
5
5/15/19
ADDRESS ACSA
COMMENTS
JQR
01
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
IF PROJECT No,: V162083
DRAWN BY: DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE: I" = 20'
,%,..CAD 1. D.: SS5
PROJECT: PROR
SITE PLAN
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c FOR
LOCATION OF SITE
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ALBEMARLE COUNTY, VIRGINIA
E 1® G1 N E E I. N G
8 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
DEMOLITION
PLAN
SHEET NUMBER:
C-
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REVISIONS
REV
DATE
COMMENT
BY
1
10/9/18
ADDRESS COUNTY
COMMENTS
JOR
2
11/30/18
ADDRESS COUNTY
COMMENTS
JOR
3
2/22/19
ADDRESS COUNTY
COMMENTS
JOR
4
4/24/19
ADDRESS COUNTY
COMMENTS
JOR
5
5115/19
ADDRESS ACSA
COMMENTS
JOR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law,
APPROVED FOP.
CONSTRUC
PROJECT No.: V162083
DRAWN BY: DSH
CHECKED BY: JOR
DATE: 6/22/2018
SCALE: 1" = 20'
CAD 1. D.: S85
PROJECT: PROP"
SITE PLAN
DOCUMENTS
FOR
\W
\`
1000
LOCATION OF SITE
SEMINOLE TRAIL AND PROF IT ROAD
ALBEMARLE COUNTY, VIRGINIA
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
C-301
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REVISIONS
REV
DATE
COMMENT
BY
1
1019/18
ADDRESS COUNTY
COMMENTS
JQR
2
11/30/18
ADDRESS COUNTY
COMMENTS
JQR
3
2/22/19
ADDRESS COUNTY
COMMENTS
JQR
4
4/24/19
ADDRESS COUNTY
COMMENTS
JQR
5
5/15/19
ADDRESS ACSA
COMMENTS
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: V162083
DRAWN BY: DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE. 1" = 20'
CAD I.D.: SS5
PROJECT: PR��Po
SITE PLAN
DOCUMENTS
FOR
Wi Wa
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY, VIRGINIA
SHEET TITLE:
FIREL NE PLAN
SHEET NUMBER:
k-"-302
HA16\V162083\DRAWINGS\PLAN SETS\SITE PLAN 00C1-)MENTS\V162083SS1.DWG PRINTED BY: OHALSEY 5,15.19 @ 12:56 PM VAST SAVED BY'. DHALSEY
FUEL DELIVERY MOVEMENT
40 20 10 0 40
1 "= 40'
7.50
42.50
3.00
35.50
0.00
G
d
3.00 12.50
WB-50
feet
Tractor Width
8.00
Lock to Lock Time
6.0
Trailer Width
8.50
Steering Angle
: 17.7
Tractor Track
8.00
Articulating Angle
70.0
Trailer Track
8.50
NTS
STORE DELIVERY MOVEMENT
40 20 10 ��0
1 "= 40'
15.00
48.00
3.00
40.50
a
0.00
O_
O
G
4.00
19.50
WB-62
feet
Tractor Width
8.00
Lock to Lock Time 6.0
Trailer Width
8.50
Steering Angle 28.4
Tractor Track
8.00
Articulating Angle 70.0
Trailer Track
8.50
NTS
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REVISIONS
REV
DATE
COMMENT
BY
1
10/9/18
ADDRESS COUNTY
COMMENTS
JQR
2
11/30/18
ADDRESS COUNTY
COMMENTS
JQR
3
2/22119
ADDRESS COUNTY
COMMENTS
JQR
4
4/24/19
ADDRESS COUNTY
COMMENTS
JQR
5
5/15/19
ADDRESS ACSA
COMMENTS
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. it's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: V162083
DRAWN BY. DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE: AS NOTED
CAD I.D.: SS5
PROJECT: PROP
RO
SIi°PPLAU
N
DONCMLNS
FOR
M \ w1a
r
\\
LOCATION OFSITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY, VIRGINIA
BOHLER!
'1
28 BLACKWELL DARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
TRUCK
MOVEMENT
PLAN
H:116\V162083\DRAWINGS\PLAN SETS\SITE PLAN D0CUMENTS\V162083SS1.DWG PRINTED BY: DHALSEY 5.15.19 @ 12:56 PM LAST SAVED BY. DHALSEY
SHEET NUMBER:
C-3013"
APPROX.. LOCI MEPCO
EASEMENT D.B. 297,PG. 514
AS SHOWN ON PLAT RECORDED
ON D.B. 661 PG, 744
i IMITS OF
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TC 539.00
,
0
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,.
PROP OFF -SITE
LANDSCAPE EASEMENT
f
OFFSITE ,,,,
CONTRACTOR TO INSTALL-
RIGHT -IN / RIGHT -OUT ONLY
AFTER PROPOSED ENTRANCE
ON ROUTE 29 IS OPERATIONAL
MATCH EX
+G 527.00 ;
GRADING LEGEND
EXISTING NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
CONTOUR
12O
r;. ..
LINE
125
SPOT
�16.0
C 516.0
,.
ELEVATIONS
BC 515.5
SANITARY
j
LABEL
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ST
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#
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_..
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t
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CURB
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WELL
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TEST
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RATIONS AROUND EXISTING
ITY POLE CONTRACTOR TO
20
1 "= 20'
LEGEND
ACCESSIBLE PATH
ACCESSIBLE AREA
I
r .,.
I
a
I
�wV mm
a
I
I
RE'VISI\IONS
REV
DATE
COMMENT
BY
1
10/9118
ADDRESS COUNTY
COMMENTS
JQR
2
11/30/18
ADDRESS COUNTY
COMMENTS
JQR
3
2/22/19
ADDRESS COUNTY
COMMENTS
JQR
4
4/24/19
ADDRESS COUNTY
COMMENTS
JQR
5
5/15/19
ADDRESS ACSA
COMMENTS
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: 77—
V162083
DRAWN BY: DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE: 1" = 20'
CAD I.D.: SS5
PROJECT: PROP.
SI JL E P"'LAN
DOCUMENTS
FOR
wa
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALPEMARLE COUNTY, VIRGINIA
BOHLER'
EN GINEERI:t` G
8 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
9 1 A --
SHEET TITLE.
SHEET NUMBER:
C-401
H:\16W162083\DRAWINGS\PLAN SETS\SITE PLAN 00C1JMENTS\V162083SS1.DWG PRINTED BY. DHALSEY 5.15,19 @ 12:56 PM LAST SAVED BY: DHALSEY
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APPROX. LOC. ,VEPCO / k� SANITARY SE
/ EASEMENT D.B. 297 .PG. 514 �7 /
s EASEMENT
AS SHOWN ON PLAT RECORDED _ ��` —D.B.1600 PG. 81
ON D.B. 661 PG, 744 / � pROp
UTILITY LEGEND
EX/STING NOTE TYPICAL NOTE TEXT PROPOSED NOTE
SANITARY SAN
LABEL #
zVl
STORM ST
- LABEL #
SANITARY SEWER eL
LATERAL
UNDERGROUND IN
WATER LINE
UNDERGROUND E
ELECTRIC LINE
UNDERGROUND
_ GAS LINE G
OVERHEAD
OH
LOT 2 WIRE
D.B. 5127 PG. 428 UNDERGROUND T
TELEPHONE LINE
UNDERGROUND
�. .�....� 0 -
/ PROP ® IJ'?,, USE MEL)ICALvOFFICE STORM
/ PROP. 15 RCP STM SANITARY SEWER EASEMENT MANHOLE
% LIMITS OF WORK LIMITS OF WORK
PROP. SA UT / PROP OFF -SITE �`++►- Dl 3B E 5 D.B. 1178 PG. 511�{•(
/ LANDSCAPE / AS SHOWN & REF. IN • \
/ EASEMENT / T �.B. 3396 PG. 75 LIMITS OF DISTURB WATER
LIMITS OF DISTURB CE / �y-` METER
/6Q t)r? WATER
ii
J71,1 ST M \ '-n1 PROP. SAWCUT u� VALVE
GAS
INV IN = 52 .95 VALVE
,• ti :_
/ y ST PROP. SAWCUT
J cO CONTRACTOR TO REPALCE BENCHMARK METE R
/ o STM 11 �\ '"�.� ~ EX MANHOLE TOP WITH A DI-1 X--CUT
PROP. DRUP �`'r.r. P P EL£V-526.56
P \ E 3A PROP, 15"RCP E TYPICAL END
`� ` PROP CONN CTIO I3
MH-1
/ / INV = 527.00 ST
SAN
OP NV = 529.25 CIO PROP. INV - 529.04 �� 20- f SECTION
S _ I PROOPP
PRI HEADWALL OR
SAN a
f,. Q
RD-1' • C/0 SL:L STM
`;, �� RD-2 SL 3 PROP. 1LF'3 „ \
ENDWALL
/ \�\ `
ma y;° G/0 SW T S\' `\ 4"PVC@2.0% R\ 5, C. YARD
b. i , S ROP. LANDSCAPE WALL INLET
Q. ' , OP.42.�
� P OP. STORMCE�'TOR �Q �, pR P 5.6 LF 6"
/ ot'4 . Q PROP. PLANTER PVt .., 4.5% �P "S
s STC450iOILiWATERD? UNDERDRAIN ` @ 8 AN DIP S I CURB
PROP POWER P E SEPARATOR !'r
�/ (TYP.) SEE DETAIL PROP. 150.0'bALLON _SAN
INV IN = 531.40 n r. OR Q 1 ��r
f c3 / INV OUT = 531.20 TERWOWA `��� L z I I
,_..• INLET
Y „ �� PR P I CLEAN
,'GREASE IN S�-
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/ PROP: 22.30 LF, PROP.15.3 LF CA
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/ RD•32 8°, PVC % C/0 9 SAN \ -
VC d 6 P 4.9 _ OUT
CO,.' @2.11%, INV=53�.00 � s 1f ? (p� ELECTRIC
PRO Fr INV=528.40-
PROP. 11.8 LF e ROP. DROP w MANHOLE
4° PVC @ 2.0% a' CONNECTION STM ,
U." S'
INV OUT = 531.87 - U AR TELEPHONE
/ -
AV / §. INV 52850 Sq OO TP - MANHOLE
J PROP. INV IN 528 25
RD-25 PROP. INV OUT=528.00PRO\ NOjp ST \
• CI ELECTRIC
PROP. EMERGENCY
RD 31 p =, "
/ � � .. \PROP I l�H--1P�15" RCP � BOX
/ PUMP SHUTOFF RD-15 ROP. LANDS WALL`
/ RD-24 h C/0 P�20P. 60" 12CP STM' ROP. 18" R P
D SA
q.1
PROP. STEEL ENCASED N_ ELECTRIC
„.
'fVow-
PEDESTAL.
RD 14 I, (SEE UTIL PROFILE}
G` 6 `
MONITORING
WELL
TEST
PIT
X Y 1 I—i—VjLL-_ iLqllo rmvyiurz IWry 1.0 4LCHPVIIV1,L �O
uC ; 4 ,
c�
• � .�1 PROP. PRIVATE
TEMP. OFFSITE
CON. ESMT.
Y Y.
{ 21 G T
NOTE: CONTRACTOR TO LOCATE EXISTING
s•
W / CAIN
c� W \WATERLINE PRIOR TO STARTINGLOT 2
PROP. SAWCUT C;I-1,�� / e e. 4 IAIATGR1 In1G lnicrel 1 ATION n N �i 197 Pr d 9.
1 "= 20' NOM
S
/�
H
s �
, 3
a
1AW
REVISIONS
REV
DATE
COMMENT
BY
1
10/9/18
ADDRESS COUNTY
COMMENTS
JQR
2
11/30/18
ADDRESS COUNTY
COMMENTS
JQR
3
2/L2/19
ADDRESS COUNTY
COMMENTS
JQR
4
4/24/19
ADDRESS COUNTY
COMMENTS
JQR
5
5/15/19
ADDRESS ACSA
COMMENTS
JOR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: V162083
DRAWN BY: DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE: 1" = 20'
CAD I.D.: SS5
PROJECT: PR,r•pR
SITE PLAN
DO C +�.J .iV EN A
FOR
a \` a a
L,0CA'1'ION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY, VIRGINIA
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
SHEET TITLE:
a
SHEET NUMBER:
C-50-41 I
d
HA16\/1620830RAWINGS\PLAN SETS\SITE PLAN D0CUMENTS\V162083SS1.DWG PRINTED BY. DHALSEY 5,15.19 @ 12:56 PM LAST SAVED BY: DHALSEY
1. AN INTERNAL BACKFLOW PREVENTER WILL BE REQUIRED FOR THE 2" DOMESTIC
WATER LINE SERVING THE PROPOSED BUILDING.
2. CONTRACTOR TO ENSURE THAT THE HOSPITAL WATER SERVICE REMAINS ONLINE
DURING ALL PHASES OF CONSTRUCTION.
H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V762083PU1.DWG PRINTED BY: DHALSEY 5.15.19 @ 3.18 PNl LAST SAVED BY: DHALSEY
Invert Elev,
Length
Slope
DI&
Material
Pipe
Upper
Lower
(ft)
(ft)
(ft)
(°1°)
(in)
RD-1
530.24
528.60
22.75
7.21 %
6
PVC
RD-2
531.00
530,24
10.55
T21%
6
PVC
RD-4
529.50
528.50
11.85
8.44%
6
PVC
RD-5
531.00
529,50
17,75
8,45%
6
PVC
RD-10
528.50
528.00
10.50
4.76%
6
PVC
RD-11
529.40
528.50
24.35
3.70%
6
PVC
RD-12
529.90
529.40
13.88
3.60%
6
PVC
RD-13
530.32
529.90
10.78
3,90%
6
PVC,
RD-14
531.00
530.32
18.00
3,78%
6
PVC
RD-15
531,50
531.00
13.46
3,71%
6
PVC
RD-16
531.50
528.50
13.72
21.87%
6
PVC
RD-17
531.50
529,40
13.46
15.60%
6
PVC
RD-18
531.50
529.90
12.60
12.70%
6
PVC
RD-19
531.50
530.32
12.60
9.37%
6
PVC
__.... .........
RD-20
529.86
528.50
40.00
3.40%
6
PVC
RD-21
531.30
53070
5.25
11,43%
6
PVC
RD-22
531.33
529.86
22.50
6.53%
6
PVC
RD-23
531.60
531.33
6.25
4.32%
6
PVC
RD-24
531.87
531.33
26.00
2.08%
6
PVC
RD-25
532.00
531,87
6.25
2,08%
6
PVC
RD-26
531.31
529.86
69.59
2.08%
6
PVC
RD-27
531.76
531.31
21,75
2,08%
6
PVC
RD-28
532.50
531.76
7.60
9.74%
6
PVC
RD-29
532.30
531.76
26.00
2,08%
6
PVC
RD-30
532.75
532.30
7.60
5.92%
6
PVC
RD-31
532.84
532.30
26,00
2.08%
6
PVC
RD-32
533.00
532.84
7.60
2.08%
6
j PVC
ENERGY BALANCE
Site: Wawa Proffit
County: Albemarle
Storm Event: 1 Year
24-Hour Rainfall Depth: 3.0" (See note 4)
Point of Interest ID
1
Undetained
Comments
Pre -Development
Q, Flow (cfs)
4.74
0.87
CN, Curve Number
87
92
RV, Runoff Depth (in)
1.73
2.15
Drainage Area (ac)
1.95
0.25
RV, Runoff Volume (ac-in)
3.37
0.54
Post -Development
Flow (cfs)
6.14
0.84
1. F.
0.80
0.90
Improvement Factor
CN, Curve Number
94
91
RV, Runoff Depth (in)
2.34
2.06
Drainage Area (ac)
1.95
0.25
RV, Runoff Volume (ac-in)
4.56
0.52
Energy Balance (EB)
Q, Post-Dev (cfs)
2.52
0.84
I.F. * Q re * RV re
RV post
2.80
0.82
-
Q, Post-Dev Allowable
(cfs)
EB Achieved
Yes
No
-
Notes:
1. Q Post-Dev must always be less than or equal to Q Pre-Dev
2. Q Post-Dev is not required to be less than that calculated in the equation (Q forest x RV forest) /
RV Post-Dev
3. I.F. = 0.8 for POis > 1.0 acre, 0.9 for POls :5 1.0 acre
4. 24-Hour Rainfall Depth per VA SWIM Handbook, Ch. 11, App. 11-B
5. RV, Runoff Volumes per VA SWM Handbook, Ch. 11, App. 11C
"NOTE:
THE ALLOWABLE RELEASE RATE FOR THE 1 YEAR IS CALCULATED AS 2.80 CFS FOR POI 1 AND IS MET BY PROVIDING A PROPOSED
RELEASE RATE OF 2.52 CFS.
THE ALLOWABLE RELEASE RATE FOR THE 1 YEAR FOR THE REMAINING DISTURBED AREA IS 0.82 CFS. NO DETENTION MEASURES
ARE APPLIED TO THIS DRAINAGE RESULTING IN A RELEASE RATE OF 0.84.
POI I AND THE REMAINING UNDETAINED DISTURBED AREA REACH THE SAME ULTIMATE POI IN THE DOWNSTREAM DRAINAGE
SYSTEM. THEREFORE, THE OVERDETENTION OF POI 1 OF 2.52 CFS WITH AN ALLOWABLE RELEASE RATE OF 2.80 CFS IS IN
EXCESS OF THE ALLOWABLE RELEASE RATE. THE COMBINED ALLOWABLE RELEASE RATES FOR POI 1 AND THE UNDETAINED
DISTURBED AREA IS 2.80 + 0.82 = 3.62 CFS. THE PROPOSED RELEASE RATE FOR POI 1 AND THE UNDETAINED DISTURBED AREA IS
2.52 + 0.84 = 3.36 CFS. THEREFORE, THE SITE IS COMPLIANT FOR ENERGY BALANCE AND MEETS CHANNEL PROTECTION
REQUIREMENTS.
10 YEAR HEADWATER TER COMPUTATIONS
Structure
DA
Drainage
C
Runoff
I
Intensity
Q
10 Yr Flow
Head
Water
Rim / invert
Elevation
10 Yr
WSE
Remarks
No.
Type
Area
Coefficient
(ac)
(in/hr)
(cfs)
(ft)
(ft)
(ft)
EX.AI
Ex. Grate DI-1
0.71
0.82
7.20
4.19
0.35
Rim 526.06
526.41
E4
Grate DI-1
0.35
0.73
T20
1.84
0,35
Rim 532.63
532.98
SANITARY
SCHEDULE
STRUCTURE
STRUCTURE
TOP OF
UPPER
LOWER
PIPE
PIPE,
PERCENT
NUMBER
TYPE
CASTING
INVERT
INVERT
LENGTH
SIZE/
SLOPE
(SAN)
ELEV.
(FEET)
TYPE
EX. MH
536.35
-
-
-
-
-
EX-2 SAN-3
-
-
524.18
521,28
152.51
8" t PVC
1,90%
MANHOLE
533.40
-
-
-
-
-
SAN-3 SAN-2
-
-
521.18
520.85
29.09
8 i DIP
1.13%
MANHOLE
532.95
-
-
SAN-2 SAN-1
-
-
520.75
520.50
21,52
8" I DIP
1,16%
MANHOLE
532.85
-
-
-
-
.................
-
SAN-1 --,. EX.-1
-
-
520.40
519,31
57.27
8" 1 DIP
1.90%
10 YEAR STORM COMPUTATIONS
TIONS
From
Point
To
Point
Drain.
Area
Runoff
Coeff.
CA
Inlet
Time
Rainfall
Intensity
I Q
Invert Elev.
Length
Slope
Dia.
n
Capacity
Velocity
Flow Time
Q /
Qfuil
V /
Vfull
Vfull
Remarks
Incr.
z
Incr.
Known
X
Upper
Lower
Incr.
I
(acres)
C
(min)
(inlhr)
(cfs)
(cfs)
(cfs)
(ft)
(ft)
(ft)
( %)
(in)
(cfs)
(fps)
(min)
(min)
EX.A4
A3
0.28
0.90
0.25
0.25
5.00
6.64
1.66
-
1.66
524.94
523.41
15.57
9.83%
15
0.013
20.30
9.55
0.03
5.03
0.08
0.58
16.55
A3
EX.A2
-
-
-
O.25
5.03
6.63
--
--
1.66
523.31
522,59
143.53
0,50%
15
0.013
4.59
3,37
0.71
5.74
0.36
0.90
3.74
EX.A2
EX.A1
-
-
-
0.25
5.74
6.44
-
-
9.03
522.49
521.66
71.88
1.15%
18
0.013
11.32
7.07
0.17
5.91
0.80
1.10
6.40
EX.AI
EX.AO
0.71
0,82
0.58
0.83
5.91
6.40
3.71
-
12.73
521,46
521.21
34.24
0.73%
18
0.013
9.00
5.09
0.11
6.02
1 Al
1.00
5.09
A2
Al
-
-
-
-
-
-
-
7.42
7.42
524.00
523.60
9.13
4.38%
60
0.013
546.61
9.69
0.02
5.02
0.01
0.35
27.84
Al
EX.A2
-
-
-
-
-
-
-
-
7.42
523.50
522,59
20.08
4.53%
18
0,013
22.42
11.15
0.03
5.05
0.33
0,88
12.69
B3
B2
0.19
0.82
0.16
0.16
5.00
6.64
1.06
-
1.06
525.58
525.42
32.00
0.50%
15
0.013
4.58
3.00
0.18
5.18
0.23
0.80
3.73
B2
B1
0.12
0.90
0.11
0.27
5.18
6.59
0,73
--
.I.78
525.32
525.21
21.70
0.51%
15
0:013
4.61
3.47
0A0
5.28
0.39
0.92
3.76
E6
E5
0.06
0.90
0.05
0.05
5.00
6.64
0.33
-
0.33
531.00
529.85
75.60
1.52%
15
0.013
7.99
2.93
0.43
5.43
0.04
0.45
6.51
E5
E4
0.08
0.90
0.07
0.12
5.43
6.52
0,46
-
0,79
528,85
528.70
25.12
0.60%
15
0,013
5.01
2.92
0.14
5.57
OA6
0,72
4.08
E4
E3A
0.35
0.73
0.26
0.63
5.57
6.49
1.69
0.20
4.29
528.60
528.40
23.18
0.86%
15
0.013
6.02
5.31
0.07
5.64
0.71
1.08
4.90
E3A
E3
-
-
-
0.63
5.64
6.47
-
--
4.28
528.30
527.78
83.66
0,62%
15
0,013
5A 1
4.66
0.30
5.94
0.84
1.12
4.16
E3
E2
0.05
0.89
0.04
0.67
5.94
6.39
0.26
-
4.48
527.68
527.29
43.26
0.90%
15
0.013
6.15
5.43
0.13
6.07
0.73
1.08
5.01
E2
El
-
-
-
0.67
6.07
6.35
-
-
4,46
527,19
526,75
42.59
1.03%
15
0.013
6.58
5,75
0,12
6.19
0,68
1,07
5.36
F3
F2
0.14
0.81
0.11
0.11
5.00
6.64
0.73
0.49
1.22
528.50
527.55
92.92
1.02%
15
0.013
6.55
3.99
0.39
5.39
0.19
0.75
5.34
F2
F1
0,14
0.77
0.11
0.22
5,39
6.54
0,72
-
1.93
527,45
526,75
64.44
1.09%
15
0,013
6,75
4.70
0,23
5.62
0,29
0,86
5,50
TRENCH
Ow
0.37
0,67
0,25
0,25
5.00
6.64
1,66
-
1.66
531,87
531.40
21.97
2.14%
8
0.013
1.77
5.76
0,06
5.06
0.94
1,14
5.08
OW
E4
-
-
-
0.25
5.06
6.62 I
-
-
1.66
531.20
528.95
58.55
3.84%
8
0.013
2.38
7.29
0.13
5.19
0.70
1.07 I
6.80
10 YEAR HGL COMPUTATIONS
Structure
Outlet
Do
Qo
Lo
Sfo
Hf
Final
Inlet
Flow
Inlet
Pre -Cast
Junction
Remarks
JUNCTION LOSS
No.
WSE
i
H
WSE
Line
Shaping
Structure
Loss
(in)
(%)
Elev.
Reduction
rt)v22O
Vo
Ho
Qi
Vi
Qi - Vi
VIA
Hi
Angle
K
Hd
Ht
1.3 Ht
0.5 Ht
EX.A1
52216
18
12.73
3424
1 A7%
0.50
5,09
0.10
9.03
7.07
63.85
0.78
0.27
-
-
0.00
0.37
0,48
0.24
0.75
523.51
526.06
Yes
-
Yes
EX.A2
523.51
18
9.03
71.88
0.74%
0.53
7.07
0.19
7.42
11.15
82.76
1.93
0.68
8
0.05
0A0
0.97
-
0.49
1.02
524.52
531.60
Yes
-
Yes
A3
524,52
15
1,66
143.53
0.076%
0.09
3.37
0.04
1.66
9.55
15.85
1,42
0.50
72
0.62
0.88
1,42
-
0.71
0,80
525.33
530.13
Yes
Yes
Yes
EX.A4
525.33
1
15
1. 66
1 .7
5 5
.7
0 0 /°
0.01
9.55
0.35
0.35
0.46
0.23
0.24
525.57
530.14
Yes
-
Yes
Al
524.52
118
7.42
20.08
0.50%
0.10
11.15
0.48
7.42
9.69
71.88
1.46
0.51
90
0.70
1.02
2.01
-
1.01
1.11
525.63
53Z50
Yes
Yes
Yes
A2
527,60
60
7.42
9.13
0.00%
0.00
9.69
0.36
0.36
18
0.18
527.78
532.50
Yes
Yes
yes
B2
528.15
1115
1.78
21.70
0.08%
0,02
147
0,05
1,06
3.00
3,18
OA4
0.05
76
0.64
0.09
0.19
0.24
0.12
0.14
528.29
530.75
Yes
Yes
Yes
133
528.29
115
1.06
32.00
0.03%
0.01
3.00
0.03
0.03
0.05
0.02
0.03
528.32
528.65
Yes
Yes
Yes
E2
528.15
115
4.46
42.59
0.48%
0.20
5.75
0.13
4.48
5.43
24.34
0.46
0.16
50
0.47
0.22
0.50
-
0.25
0.46
528.61
532.10
Yes
Yes
Yes
E3
528,61
15
4,48
43.26
0,48%
0,21
5A3
0.11
4.28
4,66
19.95
0,34
0,12
45
0.43
0.14
0.38
_
0,19
0.40
529.00
532.40
Yes
Yes
Yes
E3A
529.00
115
4.28
83.66
0,44%
0.37
4.66
0A8
4.29
5.31
22.80
0.44
0.15
40
0.38
0.17
0.40
-
0.20
0.57
529.57
533.30
Yes
Yes
Yes
E4
529,57
15
4.29
23.18
0,44%
0A0
531
0.11
1.66
T29
12.11
0.83
0.29
70
0,61
OLO
0,90
1.17
0.59
0.69
530.26
53Z63
Yes
Yes
Yes
E5
530.26
115
0.79
25.12
0.01 %
0.00
2.92
0.03
0.33
2.93
0.97
0.13
0.05
105
0.70
0.09
0.17
0.23
0.11
0.12
530.38
532.35
Yes
Yes
Yes
E6
530,85
1.5
0,33
75,60
0.00%
OA5
2.93
0,03
0.03
0.04
0.02
0,17
531.02
536.83
Yes
Yes
Yes
F2
528,15
15
1.93
64.44
0.09%
0.06
4.70
0.09
1,22
3.99
4A6
0,25
0.09
-
-
0.00
0.17
0.22
0.11
0,17
528.32
531.68
Yes
Yes
Yes
F3
528.55
15
1.22
92.92
0.04%
0.03
3.99
0.06
0.06
0.08
0.04
0.07
528.62
53Z
Yes
Yes
Yes
Inlet
DA
C
I
Q
Qb
Qt
S
Sx
n
T
W
Sw
On Grade Inlets Only
Sag Inlets Only
Remarks
No.
Type
Length
Drain
Runoff
Inten
Incr.
Carry
Accum.
Gutter
Pvmt
Spread
Gutter
W
Gutter
Sw
Eo
a
S'w
Se=Sx
Lt,Comp.
L,Spec
L
E
Qi
Qb
Down
Qi
d
h
d
Ts
Area
Coeff-
-sity
Flow
-over
Flow
Slope
Cross
On
Width
I
Cross
I
(App.
= a /
+ S'w
Length
-ified
/
1
Eff.
Int'x
Byp.
Stream
Infx
Depth
Spread
icient
Flow
Slope
Grade
T
Slope
Sx
9C-8)
(12W)
(Eo)
(9C-17)
Length
Lt
(9C-18)
Flow
Flow
Flow
h
In Sag
Str.
(ft)
(acres)
(in/hr)
(cfs)
(cfs)
(cfs)
(%)
(%)
(ft)
(ft)
(%)
(in)
(%)
(%)
(ft)
(ft)
(cfs)
(cfs)
(cfs)
(ft)
(ft)
(ft)
EX.A4
Ex. Curb DI-3C
10
0.28
0.90
6.64
1.67
-
1.67
8.33
3.80
0.015
2.77
2.00
0.72
8.33
2.19
0.99
3.09
12.86
16.49
12.9
10
0.77
0.93
1.56
0.11
-
-
-
-
-
-
On Grade
132
Comb DI-2A
6
LT
0.03
0.90
6.64
OA8
-
0.69
1.00
8.00
0.015
1.52
2.00
1.32
8.33
2.08
-
-
0.69
0.10
0.46
0.22
1.19
In Sag
RT
0.09
0.85
0.51
1.00
2.25
0.89
E6
Curb DI-3B
6
0.06
0.90
6.64
0.36
-
0.36
8.00
0.10
0.015
1.33
2.00
1.50
8.33
83.30
1.00
3.98
16.56
16.66
6.7
6
0.90
0.98
0.35
0.01
-
-
-
-
-
On Grade
E5
r DI-3B
Cub
6
0.0 8
0.9 O
6.6 4
0,48
0.48
.1.00
1.50
0.015
1.78
2.00
1.'I2
8.33
5,55
1,00
h
3,c�4
1�..1fs
6 ri
16, a
5 .6
6
1.07
1.00
0,48
On Grade
a
E3
Curb DI-3C
6
LT
0.01
0.90
6.64
0.06
-
0.30
2.10
2.00
0.015
0.88
2.00
2.29
8.33
3.52
-
-
-
0.30
0.06
0.46
0.12
0.68
In Sag
RT
0.04
0.90
0.24
1.00
1.69
1.18
F2
Curb DI-313
6
LT
0.12
0.70
6.64
0.56
-
0,68
1.40
2.00
0.015
2.74
2.00
0,73
8.33
3.52
-
-
_
0.68
0.10
0.46
0.21
1.18
In Sag
RT
0.02
0.90
0.12
1.90
1.16
1.73
F3
Curb Mod. DI-13
6
LT
0.06
0.90
6.64
0.36
-
0.84
3.00
2.00
0.015
1.60
2.00
1.25
8.33
3.52
-
-
-
0.84
0.11
0.46
0.25
1.35
In Sag
RT
0.08
0.90
0.48
2.00
1.93
1.04
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REVISIONS
REV
DATE
COMMENT
BY
1
10/9/18
ADDRESS COUNTY
COMMENTS
JQ R
2
11/30/18
ADDRESS COUNTY
COMMENTS
JQR
3
2/22/19
ADDRESS COUNTY
COMMENTS
JQR
4
4/24/19
ADDRESS COUNTY
COMMENTS
JOR
5
5/15/19
ADDRESS ACSA
COMMENTS
JOR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.:�-� V162083
DRAWN BY: DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE: AS NOTED
CAD I.D.: DL5
PROJECT:
PR0P
SITE PLAN
DOCUMENTS
FOR
\ W
7 e
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY, VIRGINIA
ENGINEERINGBOHLEk
8 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540)349-0321
11A6)Rr%hYin ri=nr-a ,p_-
SHEET NUMBER:
C -3`0 3
H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN D0CUMENTS\V162083D1_1.DWG PRINTED BY. DHALSEY 5.15,19 @ 12:57 PM LAST SAVED BY. DHALSEY
I
H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTSW162083LP1.DWG PRINTED BY: DHALSEY 5.15.19 @ 12:57 PM LAST SAVED BY. DHALSEY
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LANDSCAPE
��,
SPECIFICATIONS
NOTES:
1.) NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT.
NOTE: TREE STAKING TO BE REMOVED
2.) REMOVE ALL NON -BIODEGRADABLE MATERIAL AND ROPE FROM TRUNK & TOP OF ROOT BALL. FOLD BURLAP BACK 1/3
AFTER 2 GROWING SEASONS
d �
1.
FROM ROOT BALL
3.) PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY.
o
0 m 0
1
01
o�d
1. SCOPE OF WORK:
8. PLANTING
4.) THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH
-I
K
THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT
A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT
AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS.
5.) THE BOTTOM OF PLANTING PIT EXCAVATIONS SHOULD BE SCARIFIED TO AVOID MATTING OF SOIL.
DO NOT WRAP
A TRUNK
��
� "
60
SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE
POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR
6.) THE MINIMUM DIAMETER OF THE TREE PIT SHALL BE 3 TIMES THE DIAMETER OF THE ROOT BALL.
o n
\„
COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR.
LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN
7.) STAKES SHALL BE REMOVED NO LATER THAN ONE YEAR FROM INSTALLATION.
REINFORCED RUBBER HOSE
4 o "
� I
2 6
THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE.
�"
ONLY TREES WITH ONE MAIN LEADER
w
2. MATERIALS
(1/2" DIA.)
SHALL BE PURCHASED. DO NOT PRUNE
4
1
A. GENERAL -ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF
B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL
REINFORCED RUBBER HOSE
12 GAUGE GALVANIZED WIRE GUYS TWISTED
d0
TREE AT PLANTING UNLESS DIRECFED
w
o
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TRANSPORTATION'S SPECIFICATIONS.
CONDITIONS ARE SUITABLE AND W ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL
(1/2" DIA. BLACK) AVOID PURCHASING TREES WITH TWO LEADERS OR
2" DIA. HARDWOOD STAKES 2/3 TREE HT.
a o d
0
TO BY PROJECT LANDSCAPE ARCHITECT
�
�
-
n
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, A
THAT IS IN A MUDDY OR FROZEN CONDITION.
REMOVE ONE AT PLANTING: OTHERWISE, DO NOT PRUNE
2 PER TREE
SET ROOT BALL FLUSH TO GRADE
�h
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o _
°
B. TOPSOIL -NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5 /0, A PH RANGE BETWEEN 4.5-7.0. IT
12 GUAGE GALVANIZED TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL
CORRECTIONS.
EXISTING
dR SEVERAL INCHES HIGHER IN
SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS.
C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP
WIRE GUYS TWISTED
FOLD BURLAP AWAY FROM TOP OF ROOT
GRADE
POORLY DRAINING SOILS.
a
o���
C�
C
�
Fz
I
�
rf
�
�
a
TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED.
BALL
_
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C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM FOUR INCH (4") THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE
2" DIA. HARDWOOD STAKES
SET ROOT BALL FLUSH TO GRADE OR SEVERAL
PREPARED SOIL FOR TREE
1 PART PEAT MOSS
_=I I I=I
I
3" THICK LAYER OF DARK
,-
ri
4
a
f
-
,-;
41
7,
g 5
o
LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED
D. ALL PLANTING CONTAINERS, BASKETS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM R007 BALLS DURING
2/3 TREE HT. 3 PER TREE
INCHES HIGHER IN POORLY DRAINING SOILS.
1 PART COW MANURE
-III=III=
-
U
z z
WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES.
I. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED.
PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT
BALL PRIOR TO BACKFILLING,
3 PARTS TOPSOIL
I I I=I
I I = -
BROWN DOUBLE SHREDDED
HARDWOOD MULCH°
-
�
�
W
l
_ w
4" BUILT-UP EARTH SAUCER
O
(n
II. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM
UNDISTURBED SUBGRADE
- I
4" BUILT-UP EARTH SAUCER
THICKNESS. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO
E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE
MULCH AS SPECIFIED (DO NOT PLACE
- _
_.::" -
BEFORE PLANTING
4
�
3
nn
r�
HOLD SOD IN PLACE.
ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED.
MULCH IN CONTACT WITH TREE TRUNK)
':..
- I I
- _ -
� ".
ADD 3 TO 4" OF
WELL
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o
BEFORE PLANTING, PLANTING
- = I III=I I I;
-COMPOSTED LEAVES OR RECYCLED
� %
M
�
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�
a
a'
D. MULCH -ALL PLANTING BEDS SHALL BE MULCHED WITH A 3" THICK LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH, UNLESS
F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED
SOIL TO BE AMENDED AS
=III= ( \ -_ -
YARD WASTE TO BED AND TILL INTO TOP 6"
a
�
�
1.
OTHERWISE STATED ON THE LANDSCAPE PLAN.
LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL
SPECIFIED IN THE LANDSCAPE
SPECIFICATIONS
-I
I I=I I I=I __ - I III=� I
OF PREPARED SOIL.
'"-REMOVE
N c
TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS, THE PLANTING OF TREES, SHRUBS, VINES OR
_
I I
_
-I I I= -I 'I I I I=I 1 I -I 11- -III-III
III -I I - €
THE TOP 1/3 OF THE WIRE BASKET
44
a
E. FERTILIZER
I. FERTILIZER SHALL BE DELIVERED 7d THE SITE MIXED AS SPECIFIED IN THE ORIGINAL
GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS:
I. PLANTS: MARCH 15 TO DECEMBER 15
_
_
I-III I I -I
I 1 I= I f I I I I=I I=
III-
12,
--I--I--
IF PRESENT. ANY AND ALL TWINE SHALL BE
REMOVED FROM THE TREE BEFORE
�
w w
UNOPENED STANDARD BAGS SHOWING
UNDISTURBED SUBGRADE i =
WEIGHT, ANALYSIS AND NAME OF MANUFACTURER.
II. LAWN: MARCH 15 70 JUNE 15 OR SEPT. 1 TO DECEMBER 1
1=I I i I ; + I -III I =
TAMP SOIL SOLIDLY AROUND
BACKFILLING. BURLAP SHALL BE FOLDED
"
y o
FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT
DRY PRIOR TO USE.
PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE
_ _ _ _
I I I= - -I I -I -I I - -III-III I I-'
DIG WIDE, SHALLOW 1= I=I I= I-11=III I II II_ 11 1
BASE OF ROOT BALL
BACK INTO PLANTING HOLE
\
` 1
\\"I ' ='
6
II. FOR THE PURPOSE OF BIDDING,
HOLE WITH TAMPED ,I i
III-1 I I
` SET ROOT BALL ON FIRM
� �.
d
6
o
ASSUME THAT FERTILIZER SHALL BE 10%NITROGEN,
6% PHOSPHORUS 4%
MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS.
SIDES
PAD IN BOTTOM OF HOLE
I \
\\
9
AND POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE
TAMP SOIL SOLIDLY AROUND
��
SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY.
G. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK
BASE OF ROOT BALL
AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED
SET ROOT BALL ON UNDISTURBED SOIL IN BOTTOM OF HOLE
I
-
F. PLANT MATERIAL
THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON:
EV I-+ RGRE, E '� R , E PLANTING DE-+ TAIL
TREI 1
PLANTING ON SLOPED
DETAIL
I ALL PLANTS SHALL IN ALL CASES CONFORM 70 FHE REQUIREMENTS OF THE
ACED RUB U
. R M PLATANUSXACERIFULIA
"AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS BETULA VARIETIES POPULUS VARIETIES
PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (FORMERLY THE CARPINUS VARIETIES PRUNUS VARIETIES
AMERICAN ASSOCIATION OF NURSERYMEN). CRATAEGUS VARIETIES PYRUS VARIETIES
11. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES KOELREUTERIA QUERCUS VARIETIES
SCALE: N.T.S. REV.: 2017.01.06
NOT TO SCALE
NOTES:
FOR ANY AND ALL PLANT MATERIAL. LIQUIDAMBAR STYRACIFLUA TILiA TOMENTOSA
SUPPLEMENTAL LANDSCAPE SICAPE NO ES-
III. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES
1.) NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT.
REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING
2.) REMOVE ALL ROPE FROM TRUNK & TOP OF ROOT BALL FOLD OR CUT BURLAP BACK FROM TOP 1/3
1. ALL TOPSOIL SHALL BE A MINIMUM 4" IN ALL SOD AREAS AND 8" IN TREE, SHRUB AND GROUND COVER BEDS, INCLUDING PARKING LOT ISLAND BEDS. IT SHALL BE APPROVED BY A
THE FINAL INSPECTION. H. PLANTING PITS SHALL BE DUG WITH LEVEL OR CONVEX BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT
OF ROOT BALL
3.) PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY.
WAWA CONSTRUCTION REPRESENTATIVE, PRIOR TO INSTALLATION.
2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE.
IV. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL
LIMBS OVER 1 WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED. MIXED THOROUGHLY:
4.) THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE
FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING 'IWO SUMMERS.
3. ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAKED AND LEFT CLEAR OF ALL STONES, ROCK, CONSTRUCTION DEBRIS AND ANY UNSUITABLE MATERIALS.
PLANTS SHALL N
NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE I. 1 PART PEAT MOSS
5.) THE BOTTOM OF PLANTING PIT EXCAVATIONS SHOULD BE SCARIFIED TO AVOID MATTING OF SOIL.
4. ALL LANDSCAPE AND GRASS AREAS ARE TO BE IRRIGATED BY AUTOMATIC SPRINKLER SYSTEM. (SEE IRRIGATION SPECIFICATION.)
BARK OR BREAK BRANCHES. II. 1 PART COMPOSTED COW MANURE BY VOLUME
6.) THE MINIMUM DIAMETER OF THE TREE PIT SHALL BE 3 TIMES THE DIAMETER OF THE ROOT BALL.
5. LANDSCAPE CONTRACTOR WILL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING INSTALLATION.
V. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL III.3 PARTS TOPSOIL BY VOLUME
7.) STAKES SHALL BE REMOVED NO LATER THAN ONE YEAR FROM INSTALLATION.
6. ALL AREAS TO BE LANDSCAPED OR COVERED WITH STONE MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE (SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH
HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT IV. 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS:
AVOID PURCHASING TREES W
REINFORCED RUBBER 00 T WITH TWO LEADERS
APPLICABLE FEDERAL, STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS.
SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. A) 2 TABLETS PER 1 GALLON PLANT
HOSE(1/2" DIA. BLACK) 0 o e OR REMOVE ONE AT PLANTING: OTHERWISE, DO
7. LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER (DEWITT, DUPONT OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS
VI. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE B) 3 TABLETS PER 5 GALLON PLANT
00 0 . . o NOT PRUNE TREE AT PLANTING EXCEPT FOR
00. SPECIFIC STRUCTURAL CORRECTIONS.
WITHIN ALL LANDSCAPES, INCLUDING STONE AND MULCH BEDS. ALL WEED BARRIER WILL BE OVERLAPPED A MINIMUM OF 6" AT ALL SEAMS. AT PLANT LOCATIONS, BARRIER SHOULD
"X"
TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A C) 4 TABLETS PER 15 GALLON PLANT
BE CUT IN AN PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED AFTER PLANT HAS BEEN INSTALLED.
FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND D) LARGER PLANTS: 2 TABLETS PER''/z" CALIPER OF TRUNK
12 GUAGE . r FOLD BURLAP AWAY FROM TOP OF ROOT BALL
GALVANIZED WIRE
8. WEED BARRIER SHALL NOT BE VISIBLE IN AREAS DESIGNATED FOR STONE MULCH. WHEN STONE IS CALLED FOR ADJACENT TO CURB OR SIDEWALKS, IT SHALL BE FEATHERED DOWN
EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT
GUYS TWISTED
TO CURB LEVEL FROM A DISTANCE 24" FROM THE CURB,
12" ABOVE THE NATURAL GRADE. I. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER
o 0
9. ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY. THEY ARE TO HAVE NORMAL VIGOROUS ROOT SYSTEMS, FREE FROM DEFECTS
SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND THOROUGHLY.
" SET ROOT BALL FLUSH TO GRADE OR
2DIA. HARDWOOD SEVERAL INCHES HIGHER IN POORLY
"
AND INFECTIONS AND IN ACCORDANCE WITH ANSI Z60.1
N
NOT 70 THE LONGEST BRANCH.
STAKES 2/3 TREE 0
O o� DRAINING SOILS.
10. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN NURSERY & LANDSCAPE ASSOCIATION" AND STATE NURSERY/ LANDSCAPE ASSOCIATIONS
VIII. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. J. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT
HT. 3 PER TREE o
0 0 4" BUILT-UP EARTH SAUCER
WITH REGARD TO PLANTING, PIN SIZE, BACKFILL MIXTURE, STAKING AND GUYING.
GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL.
3. GENERAL WORK PROCEDURES
11. ALL PLANTING CONTAINERS AND BASKETS SHALL BE REMOVED DURING PLANTING. ALL PLANTS SHALL BE SET PLUMB AND POSITIONED SO THAT THE TOP OF THE ROOT COLLAR
MATCHES, OR IS NO MORE THAN TWO (2") INCHES ABOVE, FINISHED GRADE. REPLACE AMENDED BACKFILL IN 6-INCH LAYERS AND COMPACT BACKFILL TO ELIMINATE VOIDS.
REVISIONS
REV
DATE
COMMENT
BY
1
10/9/18
ADDRESS COUNTY
COMMENTS
JQR
2
11/30/18
ADDRESS COUNTY
COMMENTS
JQR
3
2/22/19
ADDRESS COUNTY
COMMENTS
JQR
4
4/24119
ADDRESS COUNTY
COMMENTS
JQR
5
5115/19
ADDRESS ACSA
COMMENTS
JQR
MULCH AS SPECIFIED (DO NOT PLACE CONTRACTOR SHALL PROVIDE A FOUR -INCH HIGH EARTHEN WATERING SAUCER ALONG THE PERIMETER OF EACH PLANTING PIT. CONTRACTOR SHALL WATER NEWLY PLANTED
A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TO BE K. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM MULCH IN CONTACT WITH TREE TRUNK) VEGETATION PRIOR-��_�
LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED BRANCHING HEIGHT OF T FROM GRADE. NO PRUNING SHALL BE CONDUCTED WITHIN THE FIRST YEAR OF PLANTING. BEFORE PLANTING, PLANTING T 0 MULCHING H C LNG PLANTING PIT. ALL VOIDS SHALL BE FILLED AND SETTLING MITIGATED REQUIRED.
12. AFTER INITIAL WATERING AND PRIOR TO MULCHING, CONTRACTOR SHALL APPLY HERBICIDES AND PRE-EE MERGENT HERBICIDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR
OR DISPOSED OF. SOIL TO BE AMENDED AS PLANTS PRESENT ON ROOT BALL.
L. GROUND COVER AREAS SHALL RECEIVE A %" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL SPECIFIED IN THE LANDSCAPE \\
SPECIFICATIONS 13. ALL PLANTING BEDS AND PITS EXCEPT FOR LANDSCAPE ISLANDS ADJACENT TO THE BUILDING AND DESIGNATED AREA AT THE FUEL VENT STACKS, SHALL BE MULCHED WITH
B. WASTE MATERIALS AND DEBRIS HA � � \
S LL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH APRE-EMERGENT CHEMICAL AS PER MANUFACTURER'S _ _ _ _ DOUBLE GROUND HARDWOOD MULCH AT A MINIMUM DEPTH OF 3". LANDSCAPE ISLANDS ADJACENT TO DESIGNATED AREA AT FUEL STACKS SHALL BE MULCHED WITH 1"-3" "RIVER � `� '� 0
INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. RECOMMENDATION. _ _ F11110i'll'i-IF-11
STONE" MULCH AND RETAINED WITH AN ALUMINUM LANDSCAPE EDGING PERMALOCK OR APPROVED EQUAL). FOR LANDSCAPES ADJACENT TO BUILDING, CONTACT PROJECTI III -IcIII II- %%ENGINEER.
4. SITE PREPARATIONS M. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET 2' FROM EXISTING UNDISTURBED _ I IO SUBGRADE � 1-III I ` I I= I 14. SEEDBED PREPARATION
A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND STRUCTURES AND SIDEWALKS. I=III = ==III=) _=II=I I A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS OR FERTILIZER MAY BE APPLIED AT THE RATE OF 260 POUNDS PER ACRE OR 6 POUNDS PER 1000 SQUARE FEET KNOW WHAT'S BELOW
DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. DIG WIDE, SHALLOW HOLE 1- I I Ii II I I� �I I I-11 I I=I I� � II I I-11 ' USING 10-20-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS 4-1-2 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF TOPDRESSING.
N. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER, NO WITH TAMPED SIDES I B. WORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL TO A DEPTH OF 4-INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL ALWAYS FALL ti I
B. ALL EXISTING TREES 70 REMAIN SHALL BE PRUNED 70 REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. TAMP SOIL SOLIDLY AROUND HARROWING OR DISKING OPERATION SHOULD PARALLEL TO THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT BEFORE YOU DIG
SHALL BE CUT OFF AT THE BRANCH COLLAR. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS BASE OF ROOT BALL SET ROOT BALL ON UNDISTURBED SOIL IN BOTTOM OF HOLE CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE.
SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING 0. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND FIRMED AS OUTLINED BELOW. It's fast. It's free. It's the law.
TREES SHALL, BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS AS LISTED HEREIN. D. GRASS SEEDING MIXTURE AND APPLICATION RATE:
SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK CI D U\O ,U TREE PLANTING DETAIL ttom�,, OR DECLINE. 9. TRANSPLANTING (WHEN REQUIRED) PERCENTAGE OF APPLICATION MIN. GERMINATION APPROVED FOR
A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. (SEE SPECIFICATION 2.F. ABOVE) SCALE: N.T.S. REV.: 2017.01.06 TOTAL WEIGHT RATE SEED TYPE ALLOWED'�T���� I ��
C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY 60% 5-7 LBS/1000 S.F. "REBEL" TALL FESCUE 90 - 97
LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED 60% "REBEL" ALL PERENNIAL RYE 90 - 98
AND PROTECTED FROM EXTREME NEAT, SUN AND WIND. 5% "STREEKER" REDTOP 90 - 92 PROJECT No.: V162083 IN
5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. DRAWN BY: DSH
E. IN AREAS DESIGNATED AS SOD, FESCUE SOD IS TO BE INSTALLED ON MINIMUM 4" TOPSOIL. AREAS 70 BE SODDED ARE 70 BE PREPARED A5 NOTED ABOVE FOR SEEDED AREAS. CHECKED JQR
ESTABLISHED A7 THE DRIP LINE 15 FEET FROM THE TOR THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. 15. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS. THE CONTRACTOR SHALL REPLACE PLANTS, DEAD, UNHEALTHY, DATE: 6/22/2018
LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE
REE PROTECTION ZONE SHALL BE HONORED. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. DYING OR DAMAGED THROUGH LOSS OF BRANCHES AND/OR FOLIAGE. LAWNS THAT ARE NOT IN GOOD CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REPAIRED SCALE: AS NOTED
B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH -DENSITY "NISI -FENCE', OR APPROVED EQUAL, E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. PLANT SHALL BE FOR CONTAINER -GROWN UNTIL A GOOD LAWN RESULTS. IT IS UNDERSTOOD THAT THE OWNER SHALL ASSUME RESPONSIBILITY FOR WATERING ALL PLANT MATERIAL AND LAWN AREA BEGINNING WITH THE N. CAD I.D.: SD5
MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A TRANSPLANTED AT THE SAME SHRUBS, USE FINGER OR DATE OF SUBSTANTIAL COMPLETENESS,
MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (T) DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX GRADE AS IT BORE IN THE SMALL HAND TOOLS TO PULL PROJECT: ���
INCHES (T) DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. NURSERY PLOT PRIOR TO THE ROOTS OUT OF THE OUTER JL RI'l �
G. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO BALLING AND BURLAPPING. LAYER OF POTTING SOIL; THEN IRRIGATION I'O� SYSTEMS , ��I� �PZ,'IC�I�' Il�c�11T'I���; �(
DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE 10. WATERING PLANTING MIX: CUT OR PULL APART ANY
REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE 1 PART PEAT MOSS ROOTS THAT CIRCLE THE 1.ALL IRRIGATION SUPPLY, LATERAL WATER LINES AND SPRINKLER HEADS ARE TO BE LOCATED A MINIMUM OF 3" BEHIND CURB LINE. LAN
APPLIED 70 EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE 1 PART COW MANURE PERIMETER OF THE CONTAINER Tp \I // `1
D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. 3 PARTS TOPSOIL PLANTING 2. MINIMUM BURIAL DEPTH FOR ALL SUPPLY AND LATERALS IS 18". D 1_, _'j S
PROTECTION ZONE. MIXTURE WILL CHANGE WITH 3" THICK LAYER OF DARK !FOR-
B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING, IF WATER IS NOT AVAILABLE ON SITE, SOIL CONDITIONS BROWN DOUBLE 3. ALL LANDSCAPE AREA ADJACENT TO BUILDINGS AND PARKING AREAS AROUND BUILDINGS ARE TO BE IRRIGATED BY DRIP SYSTEMS.
6. FINISHED GRADING CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED SHREDDED HARDWOOD
A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE TREES. 8-12" MULCH 4. LAWN AREAS OUTSIDE OF PERIMETER SIDEWALKS ARE TO BE DESIGN AND CONTROLLER PROGRAMMED TO IRRIGATE AT OFF-PEAK HOURS.
ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. _ FINISHED GRADE Wm"'5
m U_
C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY BEFORE PLANTING, ADD 3 TO 4" - 5.SPRINKLERS HEADS ARE TO BE THE FOLLOWING:
B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL OF WELL -COMPOSTED LEAVES = I I=III t I I=III.8'�,,,
= -PLACE SHRUB ON RAIN BIRD 5000 SERIES W
THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"_). FOR VIGOROUS, HEALTHY GROWTH. AND RECYCLED YARD WASTE -I I I Ba =I I I=I I I ONTAINER _{ { �-. RAIN BIRD 1804
f . FIRM SOIL IN RAIN BIRD 1812
TO BED AND TILL INTO TOP 6" �-III _ I � -I i I -I I -I � I BOTTOM OF HOLE.
C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE 11. GUARANTEE OF PREPARED SOIL -III I -III=I I - I=i I=III = _ _ _ I I- I=
AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE Y - I = _ _ - I I II i I I I=I I I=I I =-I I I=I I I=I I I=I I I= 6. DRIP SYSTEMS ARE TO BE NETAFIN DRIPLINE, 18"X 18" SPACING WITH .9 GPH EMITTERS. L,OCE1TI0N OF S I I'E
REMOVE THE TOP 1/3 OF THE I �- I I -I � I� I I- � I 11 I I i I _I - I I I
ARCHITECT. INSTALLATION BY THE APPROVING AGENCY, CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT WIRE BASKET IF PRESENT. ANY 1 1 1 IIIIIIIII-I I I_ I -I I IIiII I I ; ' I =III- SEMINOLE FRAIL AND PROFIT ROAD
(10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED A7 THE CONCLUSION OF THE GUARANTEE PERIOD AND ALL TWINE SHALL BE 24" MINIMUM UNDISTURBED 7. IRRIGATION CONTROLLER IS 70 BE RAIN BIRD, ESP-16LX, AUTOMATIC CONTROLLER, LOCATED IN MECHANICAL ROOM OF BUILDING.
D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. REMOVED FROM THE SHRUB SUBGRADE ALBEMARLE COUNTY, ViRGIN1A
BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. NO SUBSTITUTIONS OR DEVIATION FROM IRRIGATION PLAN WILL BE ALLOWED.
B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT BEFORE BACKFILLING. BURLAP SOIL SURFACE ROUGHENED
SHALL BE FOLDED BACK INTO TO BIND WITH NEW SOIL. 9. IRRIGATION SYSTEMS ARE TO BE WARRANTED BY INSTALLING CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF CERTIFICATE OF OCCUPANCY.
MATERIAL SHALL BE CONDUCTED E
7. 70PSOILING THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, PLANTING HOLE
A. CONTRACTOR SHALL PROVIDE A FOUR INCH (4") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR WITHOUT EXCEPTION. IRRIGATION CONTRACTOR IS TO PROVIDE ALL MAINTENANCE, ADJUSTMENT, PROGRAMMING AND WINTERIZATION DURING THE FIRST WARRANTY YEAR.
CLIENT, IN ALL PLANTING AREAS, TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE
DESIRED COMPACTED THICKNESS. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT 10. SEPARATE WATER METER TO BE FURNISH FOR IRRIGATION SYSTEM. (SUBJECT TO APPROVAL BY TOWNSHIP OR COUNTY UTILITY AUTHORITY).
MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE DECIDUOUS � EVERGREEN �
B. ON -SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. ;'
NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. ���� ���1 4� DETAILNG `
� � � � � � � � � � �
D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS
BOHLER
C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE � �1�\VI
ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE AREAS. NOT TO SCALE
THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. 28 BLACKWELL PARK LANE, SUITE 201
12. CLEANUP WARRENTON, VIRGINIA 20186
D. ALL LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF FOUR INCHES (4"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE PLANT MATERIAL SPACED AS Phone: (540) 349-4500
SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. INCORPORATE 2" OF PEAT INTO 6" OF SPECIFIED. SEE LANDSCAPE Fax: (540) 349-0321
TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA - FOR BID PURPOSES ONLY [SEE PLANTING MIXTURE, AS SPECIFIED SCHEDULE FOR PROPOSED SPACING. VA@BohlerEng.com
��
SPECIFICATION 6.A.1): B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED 3" THICK LAYER OF
I.20 POUNDS'GRO-POWER' OR APPROVED EQUAL SOIL CONDITIONER/FERTILIZER REPRESENTATIVE.
il. 20 POUNDS'NITRO FORM' (COURSE) 38-0 0 BLUE CHIP OR APPROVED NITROGEN FERTILIZER DARK BROWN DOUBLE - ,
SHREDDED HARDWOOD bA .
`�'
E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. MULCH L ;L L E l .. - J) 111
I'
GENERAL NOTES. . �I �
FINISHED GRADE 'Wli ,'.PERMEABLE_ �b 0 - °� � H 1
ll,
NA H
1. THIS PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY. f t .. ' t °„ OV {? C.�.'�til ,., � .` , ' , `j ) j (� � �
MINIMUM 6" TOPSOIL 11
f ", i EXISTING SUBSOIL `� , 1 I � , 1 ,_
2. ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS SODDED LAWN IN ACCORDANCE WITH LANDSCAPE I IC. NO. UrJLJ�4
... , ..
SPECIFICATION #2.C., UNLESS OTHERWISE STATED ON THIS PLAN. i v - - ,- L `z
-I I I=I 11 I I 1=1 I I=I I 1=1 I III 1 _ ��� _ � . 5/15/2019
_ I I I- , 1
3. CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH LAWN AND BED AREAS, DESIGN IS TO BE SUBMITTED 70 THE PROJECT =1 I 1=1 I I- I I I -I I I - III I I ' I"{"�' `' C z `4' ,11;IrAII ,411i,'l�tl' IIi
LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE REDUCING DEVICES REQUIRED - �-I t, rE T. -
TO MEET MAXIMUM PRESSURE REQUIREMENT. 1 ...-I 1 €E i IHIIT' IS%�r�'.
TYPICAL PERENNIAL AND GROUND COVER PLANTING _ ,7
I I€6 II i1 - lj I 1 I ,
4. ALL LANDSCAPE BEDS THAT ARE NOT ASSOCIATED WITH A STORMWATER FACILITY ARE TO BE INSTALLED WITH WEED BARRIER FABRIC (SEE I I _` €� x I
DETAIL). 1 ... ( i ' ,
{ `"' SHEET TITLE:
.I� ( I- i ___ 3(.1 I _3 E 3
5. WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE USED AT THE BOTTOM OR SIDE SLOPES OF STORMWATER BMP FACILITIES. - (f .I'ElS I '
6. SHRUBS PLANTED ALONG HEAD IN PARKING STALLS SHALL BE INSTALLED TO ALLOW A CLEARANCE OF FIVE FEET FROM FACE OF CURB T D PROPOSED ON CENTER _ _ I I I I I € 12 LANDSCAPE
ALLOW FOR BUMPER OVERHANG. (O.C.) SPACING ..I I 11,11_
JIT, L-f's?I L':v� s i., f 1 - �1..✓ TS�P✓ d 11 v- �l J1./l
t1. �i
I:
7. WHEN APPLICABLE, CENTER OF PROPOSED ORNAMENTAL OR EVERGREEN TREE SHALL BE OFFSET 6' FROM THE BACK OF RETAINING WALLS SEE LANDSCAPE SCHEDULE DETAILS
(I V FOR SHADE TREES) TO PREVENT WALL FAILURE. FINAL PLANTING LOCATIONS SHALL BE COORDINATED WITH THE WALL DESIGNER. FOR FOR REQUIRED SPACING FABRIC
? DETAIL
WEED R�'IRRIER
.... .. ........ -----
_._ ___.._..__ SCALE' N.T.S. REV-- 20 15M,1 . SHEET NUMBER:
TYPICAL PERENNIAL AND GROUN11 D COVER SPACING & LAYOUT C-702
-------- of
PERENNIAL/GROUND COVEXIRXPLANTING DETAIL ____________
NOT TO SCALE . C -fm? (PIMII I
H:\i6\V162083\DRAWINGS\PLAN SETS\SITE PLAN D0CUMENTS\V162083SD1.DWG PRINTED BY: DHALSEY 5.15.19 @ 12:57 PM LAST SAVED BY: DHALSEY
530
520
w
SIGHT DISTANCE PROFILE - PROFFIT ROAD
SCALE: I`= 50' HORIZONTAL
I"= 5WERTICAL
LEGEND
CONTOUR
(SURVEYED TOPOGRAPHY)
SIGHT DISTANCE PROFFIT ROAD
50 25 12.5 0 50
V= 50'
LEGEND
MINOR CONTOUR
(SURVEYED TOPOGRAPHY)
MAJOR CONTOUR
(SURVEYED TOPOGRAPHY)
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REVISIONS
REV
DATE
COMMENT
BY
1
10/9118
ADDRESS COUNTY
COMMENTS
JQR
2
11/30/18
ADDRESS COUNTY
COMMENTS
JQR
3
2/22/19
ADDRESS COUNTY
COMMENTS
JQR
4
4/24/19
ADDRESS COUNTY
COMMENTS
JQR
5
5/15/19
ADDRESS ACSA
COMMENTS
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
Flo
CONSTRUCTION
PROJECT No.: V162087'
DRAWN BY: DSH
CHECKED BY: JOR
DATE: 6/22/2018
SCALE. AS NOTED
% CAD 1. D.: PU5
PROJECT: PROP.
SITE PLAN
DOCUMENTS
FOR
w
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY, VIRGINIA
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VAO)BohlerEnacom
Onr-r- 1 11 1 LIZ.
SP(311T
DISTANCE
PROFILES
PROFFIT ROAD
SHEET NUMBER
IH:\16\V162083\DRAWNGS\PLAN SETS\SITE PLAN D0CUMENTSM62083PL1.DWG PRINTED BY: DHALSEY 5.15 19 @ 12:58 PM LAST SAVED BY: DHALSEY
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H:1161Vi62083\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V162083PL1.DWG PRINTED BY. DHALSEY 5.15.19 @ 12.58 PM LAST SAVED BY: DHALSEY
,„ V
,.. A` I ,.. �...
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LIMITS OF WORK
s.
s
_
,
i
0.0
.0
x
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0.0
LUMINAIRE SCHEDULE
SYMBOL
QTY
LABEL
ARRANGEMENT
LUMENS
BUG RATING
LLF
ARR. WATTS
TOTAL WATTS
MANUFACTURER
DESCRIPTION
@C1
3
A4
SINGLE
9843
B1-U0-G3
1.030
133
399
CREE, INC.
ARE-EDG-3MB-DA-08-E-UL-BZ-525-40K
90
1
A6
SINGLE
1754
B0-U0-G1
1.030
25
25
CREE, INC.
ARE-EDG-3MB-DA-02-E-UL-BZ-350-40K
1
B1
SINGLE
12425
B3-UO-G2
1.030
134
134
Cree Inc.
ARE-EDG-4M-DA-06-E-UL-BZ-700-40K
1
B3
2 @ 90 DEGREES
12425
133-U0-G2
1.030
268
268
Cree Inc.
ARE-EDG-4M-DA-06-E-UL-BZ-700-40K
2
B4
SINGLE
9359
B1-U0-G2
1.030
134
268
CREE INC.
ARE-EDG-4MB-DA-06-E-UL-BZ-700-40K
24
C3
SINGLE
5225
B2-UO-GO
1.030
43
1032
CREE, INC.
CAN-304 PS RD 04-E-UL-WH-350-40K
10
D1
SINGLE
1652
B2-UO-GO
1.000
27.2
272
Cree Inc
KR6-20L-40K-120V + KR6T-SSGC-FF (TRIM OPTION)
2
S1
SINGLE
2659
BO-U5-G2
1.000
20
40
FC/SSL Lighting
FCWS7170-XXX-40K-2500-CRI85-CC
2
S2
SINGLE
2650
B0-L15-G2
1.000
20
40
FC/SSL Lighting
FCWS7168-XXX-40K-2500-CRI85-CC
6
W1
SINGLE
4104
B1-U0-G1
1.030
44.6
267.6
CREE, INC.
SEC-EDG-3M-WM-04-E-UL-BZ-350-40K
4
W4
SINGLE
2138
B1-U0-G1
1.030
25
100
CREE, INC.
SEC-EDG-4M-WM-02-E-UL-BZ 350-40K
�d
\„ 0.101 x0.1
01
x014\o�
4.I
r
01
1 0.1/ 0 '_0.1
0 2 , 0 4`. 3 01
x x
3ROP OFF -SITE 20' 0 6 x 0.0
0.75TORM EASEMENT 0 7 ' 0.1 0.0 i
'• x
05 1fi.
x x 0.1
a 0.7
;L
x 0.1
O.l01
Q �,
0 � 01 .1
2.4 \` �.... 0.1 0.0
>.,
x t W.
....:0.0
yam'0.0
pl; l/63 s !fir` 1�� rQ��
129 i a �tl%sd�i
EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A
FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINGING
RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES
ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED
ONE HALF FOOTCANDLE.
NOTES:
AREA LIGHT #7 INSTALLED ON A 20 FT. POLE MOUNTED ON A 3 FT. CONCRETE BASE
LOCATED AT 3 FT. BELOW WAWA FINISHED GRADE; EFFECTIVE MOUNTING HEIGHT
RELATIVE TO WAWA FINISHED GRADE IS 20 FT.
- ALL OTHER AREA LIGHTS ON 19.5 FT. POLES MOUNTED ON 0.5 FT. CONCRETE BASES
-ALL CONCRETE BASES TO BE 5 FT. BEHIND CURB
0.0
0.1
0.1
0.1
0.0
x
0.0
0.0
0.0
x
nn
0.2
0.1
0.
LUMINAIRE LOCATION SUMMARY
LUM NO.
LABEL
MTG. HT.
1
i
A4
20
2
A4
20
3
A4
20
4
A6
20
5
B1
20
6
B3
20
7
B4
20
8
B4
20
9
C3
16
10
C3
18
11
C3
18
12
C3
16
13
C3
16
14
C3
18
15
C3
'18
16
C3
16
17
C3
16
18
C3
18
19
C3
18
20
C3
16
21
C3
16
22
C3
18
23
C3
18
24
C3
16
25
C3
16
26
C3
18
27
C3
18
28
C3
16
LUMINAIRE LOCATION SUMMARY
LUM NO.
LABEL
MTG. HT.
29
C3
16
30
C3
18
31
C3
18
32
C3
16
33
D1
9
34
D1
9
35
D1
9
36
D1
9
37
D1
9
38
D1
9
39
D1
9
40
D1
9
41
D1
9
42
D1
9
43
S1
9
44
S1
9
45
S2
9
46
S2
9
47
W1
15.5
48
W1
15.5
49
W1
15.5
50
W1
15.5
51
W1
15.5
52
W1
15.5
53
W4
15.5
54
W4
15.5
55
W4
15.5
56
W4
8
FOOTCANDLE CALCULATION SUMMARY
LABEL
AVG
MAX
MIN
AVG/MIN
MAX/MIN
CANOPY
23.38
35
9
2,60
3.89
DELIVERY
5.09
5.7
4.4
1.16
1.30
ENTRANCES & EXITS
3.83
8.0
1.3
2.95
6.15
PAVED
2.60
7.0
0.4
6.50
17.50
ROW
0.18
0.5
0.0
N.A.
N.A.
UNDEFINED, 4 FT BELOW
0.20
1.8
0.0
N.A.
N.A.
UNDEFINED, FINISHED GRADE
0.62
6.6
0.0
N.A.
N.A.
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RE VISIONS
REV
DATE
COMMENT
BY
1
10/9/18
ADDRESS COUNTY
COMMENTS
JQR
2
11/30/18
ADDRESS COUNTY
COMMENTS
JQR
3
2/22/19
ADDRESS COUNTY
COMMENTS
JQR
4
4/24/19
ADDRESS COUNTY
COMMENTS
JQR
5
5/15/19
ADDRESS ACSA
COMMENTS
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No V162083
DRAWN BY: DSH
CHECKED BY: JQR
DATE: '6/22/2018
SCALE: 1" = 20'
CAD I.D.: 2SS5
PROJECT. PR101PQ
SITE E PLAN
FOR
..
\ N •`
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY, VIRGINIA
SHEET TITLE:
SHEET NUMBER:
C-705
H:\16\V162083\DRAWINGS\PLAN SETS\SITE PLAN D0CUMENTS\V162083SS1.DWG PRINTED BY. DHALSEY 5.15.19 @ 12:58 PM LAST SAVED BY. DHALSEY
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10/9/18
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ADDRESS COUNTY
COMMENTS
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ADDRESS COUNTY
COMMENTS
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5/15/19
ADDRESS ACSA
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It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: V162083
DRAWN BY: DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE: AS NOTED
CAD I.D.: SD5
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28 BLACKWELL PARK LANE, SUITE 201
I WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax. (540)349-0321
SHEET NUMBER:
HA16\V162083\DRAWINGSIPLAN SETS\SITE PLAN DOCUMENTS\V162083SD1.DWG PRINTED BY: DHALSEY 5.15.19 @ 12:59 PM LAST SAVED BY: DHALSEY
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REVISIONS
REV
DATE
COMMENT
BY
1
10/9/18
ADDRESS COUNTY
COMMENTS
JQR
2
11/30/18
ADDRESS COUNTY
COMMENTS
JQR
3
2/22/19
ADDRESS COUNTY
COMMENTS
JQR
4
4/24/19
ADDRESS COUNTY
COMMENTS
JQR
5
5/15/19
ADDRESS ACSA
COMMENTS
JQR
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: 7162087�
DRAWN BY: DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE: AS NOTED
\.CAD 1. D.: SD5.j
PROJECT: P R 10 P.
SITF- PLANi'DOCUMENTS
FOR
N
WLva
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY, VIRGINIA
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VA@BohlerEng.com
SHEET TITLE:
L (/--I
IG HTING
DETAILS
SHEET NUMBER:
C-
707
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SEE ARCH. SPEC. FOR COMPLETE DETAILS
CONCRETE TO ASPHALT TRANSITION DETAIL
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SIGNAGE DETAILS SEE DETAIL SHEET C-803
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PARKING
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N.T.S.
2' MIN. CLEAR ZONE
(TYP., LT. & RT.)
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4" THICK, COMPACTED
STONE BASE (TYPE 2a)
NOTE:
E:
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.
(CONCRETE SIDEWALK EWA1LK DETAIL
NOT TO SCALE
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REFER TO FACE OF CURB VIEW REFER TO FACE OF CURB
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1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS.
2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB.
3, AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT
4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S.
5. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE BETWEEN SPOT ELEVATIONS.
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NOT TO SCALE
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NISHED GRADE
4"x4" POSTS, 8'-0" LON
8" MIN. TO 12" MAX. RAIL W/ E
STRIP AND 6" SPACE @ 4:
FINISHED GRAD
NOTES.
10" VDOT 21A
NOTE.
1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL
REPORT PREPARED BY ECS, ENTITLED WAWA 3267 PROFFIT ROAD, DATED
11/17/17 (PROJECT #28:2173). FINAL DESIGN TO BE PROVIDED ONCE FINAL
CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE.
STANDARD DUTY ASPHALT PAVEMENT SECTION
NOT TO SCALE
COMPACTED SUBGRADE
(PER GEOTECHNICAL REPORT)
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1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL
REPORT PREPARED BY ECS, ENTITLED WAWA 3267 PROFFIT ROAD, DATED
11/17/17 (PROJECT #28:2173). FINAL DESIGN TO BE PROVIDED ONCE FINAL
CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE.
HEAVY DUTY CONCRETE SECTION
(CONCRETE TANK MAT PAVEMENTS
AND I3lL7MPSTEI PAD)
NOT TO SCALE
10'-0" O.C. MIDDLE UNIT(S) 9'-0" O.C. END UNIT(S)
1) SEE PLAN VIEW FOR TRAFFIC BARRIER LOCATION(S).
2) POSTS AND PLANKS SHALL BE PRESSURE TREATED LUMBER.
3) PLANKS SHALL BE PAINTED COMPLETELY WHITE. POSTS SHALL BE
PAINTED WHITE ON ALL SIDES TO WITHIN SIX INCHES (6 IN.) OF THE GROUND LEVEL.
4) GOOD QUALITY OIL BASE EXTERIOR GRADE PAINT MUST BE USED. SIX INCH (6 IN.) HIGH
INTENSITY REFLECTIVE ORANGE AND WHITE STRIPE TAPE ON ONE SIDE FOR THE FULL
LENGTH OF THE BARRICADE.
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S)
NOT TO SCALE
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ARE TO BE PLACED TWO INCHES (2 IN.) FROM EDGE OF PLANKS.
6) WHERE NECESSARY FOR SAFETY OF PEDESTRIAN TRAFFIC, A FULL EXTENSION OF
THE BARRICADE MAY BE REQUIRED TO THE LIMITS OF THE RIGHT-OF-WAY.
7) WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT AND
AUTHORIZED VEHICLES, LOCKABLE GATES MAY BE PROVIDED IN ONE SECTION OF
THE BARRICADE.
TRAFFIC FFIC BARRICADE DETAIL
NOT TO SCALE
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NOTES:
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ON PLANS.
2. USE VDOT ENCAPSULATED LENS REFLECTIVE SHEETING
FOR STOP SIGN LOCATED IN VDOT RIGHT-OF-WAY, PER
VDOT ROAD AND BRIDGE STANDARDS.
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RE -VISIONS
REV
DATE
COMMENT
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1
10/9/18
ADDRESS COUNTY
COMMENTS
JQR
2
11/30/18
ADDRESS COUNTY
COMMENTS
JQR
3
2/22/19
ADDRESS COUNTY
COMMENTS
JQR
4
4/24/19
ADDRESS COUNTY
COMMENTS
JQR
5
5/15/19
ADDRESS ACSA
COMMENTS
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: W. V162083
DRAWN BY: DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE: AS NOTED
CAD I.D.: SD5
PROJECT: PROP.
SITE PLAN
DOCUMENTS
FOR
a
I,OCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY, VIRGINIA
28 BLACKWELL PARK LANE, SUITE 2011
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
SHED
C ONSTRU . Jb IO y
SHEET NUMBER.
C-801
■ NOT TO SCALE
HA16\V162083\DRAWINGS\PLAN SETS\SITE PLAN D0CI_MENTSW162083SD1.DWG PRINTED BY. DHALSEY 5.15.19 @ 12:59 PM LAST SAVED BY: DHALSEY
NOT TO SCALE
2016 ROAD & BRIDGE STANDARDS
DI-i 1/2 SECTION CAST IRON -+•I-•- %a SECTION STEEL
2,_7„ NOT
ES
LUGCAST WITTO H E 7'-31 " L 2!z' x 21/z' x 'I/q' t. DEPTH OF INLET IN) TO BE SHOWN ON
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STANEMIC
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ELD ALLONtrGCTURSSHALLBE
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3. WHEN SPECIFIED ON THE PLANS THE
INVERT 15 TO BE SHAPED IN ACCORDANCE
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INCIDENTAL TO THE SHAPING IS TO BE
INCLUDED IN THE BID PRICE FOR THE
4+_2:, Viz, x 1%i' 4., j I �„ i d„ STRUCTURE.
i LUGS J STUD SHEAR 4, IN THE EVENT THE INVERT OF THE
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_ SECTION B-B STANDING OR BONDING OF WATER IN THE
COLLAR DETAIL, STRUCTACING HE COST OF FURNISHING
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21
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VQ �� SEE NOTE 8 i
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_ fff1T1 III1T1 FFTIII !IITTT !IITTT fffn777I WIRE. DIAMETER H AN NUMBER IR MESH
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U U u DINARS CLOTH ANCHORED FIRMLY
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SECTION A -A cEE DETAIL B MEETING THE APPROVW OF THE ENGINEER
A BE SUBSTITUTED R THE CAST IRON
CONCRETE QUANTITIES FOR MIN. DEPTH
MAY SHOW FO
Q
LUGS AS SHOWN HEREON.
PROX T WEIGHT
t2" CONCRETE PIPE - i.440 CU. YD. CONCRETE 1 � CAST IRON T ii. DUMP NO WASTE DRPBJS 70 WATERWAY
t5" GO CRETE PIPc - 7,528 CU, Y0. CONCRETE /4
N I _ I GRATE 303 - 18 LBS ETTERING 5 REQUIRED ON ALL DI -I
i8" CONCRETE PIPE - 7.820 CU, YD, CONCRETE f"" '�I - GRATES. LOCATION OF LETTERING MAY
24" CONCRETE PIPE - 1.817 CU. YD CONCRETE
DN
- - VARY BY MANUFACTURER.
SECTION C C SECTION D D
ADD 0.469 CU. YD: PER
ADDMONAL FOOT DEPTH. GRATE DETAIL
ve)® i
SPECIFICATION
ROAD AN BRIDGE STANDARDS STANDARD DROP INLET REFERENCE
SHEET i OF 1 REVISION DATE 12" - 2411 PIPET MAXIMUM DEPTH (H) " 10' 233
VIRGINIA DEPARTMENT OF TRANSPORTATION 302
104.01
2016 ROAD & BRIDGE STANDARDS
20,16 ROAD &BRIDGE: STANDARD
S
SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY LABS. S B
NOTE: j
STANDARD MN-1 THE TOP OF MASONRY IS TO BE LEFT T
FRAME A COVER SUFFICIENTLY LOW TO PERMIT PROPER L
II { I AD:b.ISTMENT OF COVER- AND FRAME TO
GRADE BY THE USE OF MORTAR OR
BRICK AS DIRECTED BY THE ENGNEER.
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BY PIPES MUSTBE DEDUCTED TO
TABLE OF QUANTITIES
DEPTH
BRICK MANHOLE
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1.699
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0.58
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2. A BASE THICKNESS OF 9" WAS USED N
COMPUTING CONCRETE QUANTITIES. III
3. INCREMENTS TO BE ARCED FOR EACH
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4_MATERIALS MAY BE BRICK, CONCRETE OR I
APPROVED CONCRETE MANHOLE BLOCK,
5. IF BLOCKS ARE USED THE MINIMUM I
THICKNESS OF SAME IS TO BE 511.
OTHER THICKNESSES
THICKKNENESSS SSHHEOWN FOR FORM
CONCRETE.
6 ALL CONCRETE TO BE CLASS Al.
7, WHEN SPECIFIED ON PLANS THE
INVERT IS TO BE SHAPED IN
ACCORDANCE WITH STANDARD IS-1.
ALL MATERIAOF LS INCDENTNAL TO THEE ACING I
SHAPING IS TO BE INCLUDED IN THE BID
PRICE FOR THE STRUCTURE.
SPECIFICATION
VG)QT
REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AM BRIDGE STMDARDS
302E VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET I OF g
08.01
2016 ROAD & BRIDGE STANDARDS
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B I 8 "' BAI B-1 GALV,
3" DIA
METER ETER
i AA S E
& S" C-
G
ALY. WELD ALL
WEEP HOLE
MC6X12 I+,
X SHEAR
SEE NOTE 8
�i
STUD SHEAR
SECTION C-C CONNECTOR
TO COL
DECREASE TO V
A E
FRONT ELEVATION
WHEN INLET IS USED
SECTION E-E
01-2A 01-28 WITH MEDIANS.
WARPED GUTTER
-i APPROACH GUTTER
7„
t"
7_!__-111
-
_ YEEPHOLE y' X / L 2'/"X2'//+'XV4"-1 I : I V'ME�JBARB A-1 SEE NOTE B8E
1 d N SiQPE OF - -
o.w w BARS A -
APPROACH
n 1m' D-c
op - -
z
BARB - SllRe ACE
FOR US tlN GRADES
BARS B II
E
�) +• 4" STUD x
aHz
a '¢` ip" C C
/4'
'^- AIRS C SHEAR CCNN.
z
� s �
8" -C WELDED 'C LEj
C
O-2C I''�-"( s BARS F l4 IpON C 2' C C
WARP
ED
TYPE 8
TYPE A SURFACE
_-J oT
f r ' STEPS NOSE DETAILS
F
LO OW NOTE 5 W i Ft „SEEN F 2,_3"
TYPE A NOSE DETAIL SHALL BE U5E0 WITH 00-7 STAINOAR4.
3'-7" E USED WITH C-6 STAND _ _ _ 7 �� TYPE B NOSE DETAIL SMALL BE US H C STANDARD.
GALVANIZED PLATE FOR TYPE A TO BE BE ON ANGLE
T AN
OF 68"30'. AND IS TO BE ANCHORED WITH "X T STUD
C
7
FOR USE IN SAGS SECTION A -A SHEAR CONNECTORS WELDED TO BENT PLAITS AT 2' C-C.
BOTH SIDES TO BE SYMMETRICAL FOR STEP' DETAILS SEE STD. SF-1.
1voo� STANDARD CURB DROP INLET SPECIFICATION
ROAD AND BRIDGE STANDARDS REFERENCE
SHEET 1 OF 2 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233
10I ,I VIRGINIA DEPARTMENT OF TRANSPORTATION 3O2
MH-i
SECTION A -A
Y
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
THE LETTERS V.D,O,T. ARE OPTIONAL
-
IF USED THE LETTERS ARE TO BE
CAST THE D S ION IN TOP
IN SHOWN.
COVER V SNIDE RAISED i¢" HIGH AS
'�
11❑ � \\
(�
❑L�'�7 0
JL_J
A
1) A
/
❑E71❑❑EDE_1❑
, D �. (�. iT,
V0
O ❑ 11
�\
-
APPROXIMATE WEIGHT
CAST IRON
TOP
FRAME 239 t 12 LBS.
COVER 137 ± 7 LBS.
Bj*
J
SECTION B-B BOTTOM
XV00T �j�� I'��y SPEC F]CAVEN
ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME P'VVD l.x lJ V ER
SHEET 2 OF 5 REVISION DATE 224
VIRGINIA DEPARTMENT OF TRANSPORTATION 302
ta6,az
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE 'TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE,
2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%1
(1 /4" PER FOOT )
=�
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2' MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND
2 X 4
MARKER
I MAIN LINE
E
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
CG-6
NOTES:
1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST,
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER,THE BOTTOM OF THE CURB & GUTTER
SFJ9LL BE CONSTRUCTED PARALLEL TO THE SLOPE
OF SUBBASE COURSES AND TO THE DEPTH OF
THE PAVEMENT.
5, ALLOWABLE CRITERIA FOR THE USE OF CG-B
IS BASED ON ROADWAY CLASSIFICATION AND
DESIGN SPEED AS SHOWN IN APPENDIX A OF
2" R THE ROAD DESIGN MANUAL. IN THE SECTION
ON GS URBAN STANDARDS.
11 I p
Zo
A i"]i
, t, I,, ` p ' D p ' n y
.� G •° A , -1° y IS y ° d °
A
6 o.P , p P D
THE BOTTOM OF THE CURB AND
B" 2'"D" GUTTER MAY 6E CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7"
AT THE OPTION OF THE CONTRACTOR 15 MAINTAINED.
6" STONE BASE
(21-A OR BETTER)
REFERENCE ICOMBINATION 6" CURB AND GUTTER
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
I
1
r, 11 HA 16\V162083\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V762083SD1. DWG PRINTED BY: DHALSEY 5.15.19 @ 3:11 PM LAST SAVED BY: DHALSEY
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 7 OF 1
201.03
2016 ROAD & BRIDGE STANDARDS
WP-2
2016 ROAD & BRIDGE STANDARDS
DP2A, 2B, 2C 4..B
NG OR PROPOSED (ALV. L?f "%2fy'"X'/4" E
ALK. SEE NOTE 75 6'-8" LONG
__1
BACKSIDEWALK 0
6'
EXPANSION JOINT EXPANSION JOINT -^
8" •, 8" GAILY. MC6X72 � \__rY_g„ i
�]►A BAI.
I!,
8+W5 A-1
5" II ta^ G-G D_ D
BARB B WELDEDs 10"' C-CTS
NYPICALoO° BARS C- 2 8" 4-C"F•
��_
FLOW.
! RACK CCNTROL JOINT R'M''t0$' C-C ICE
3,-0„
I
2'-D" B' 2'-z" 6"' COLLAR
I). G
-� SECTION B B
W VAN, 3'-6++
6' MIN.
2,_7,+
10'MAX. � PLAN VIEW 10'MAX. 17_7'-4" 2'-0° 'rry I f
A BARS A -I L 21/'i'x2'/z"X%4' -
L-VARIABLE -MAX . 20' I GdLV. f�--SLOPE DF 'o�
'2,_C„ 8" 2'-2" 8" 3'-0" APPROACH
d -'F 1___
- SURFACE 6ALV. MG-X12
w"'
GALVANIZED MC 6 X 12--" i :=f - Q WARPED SECTION D-D
- - - > BARS E SURFACEs 6 G CWELD
T_g„(10D
B ?„ BEFORE
IS CA V.
3" DIAMETER
BARS H-1
s 6" C-
WEEP HOLE
BARS E 8" g'+ 8+, GAILY. WELD ALL
MC6Xi2"X H5EE NOTE 8
STUD SHEAR
CONNECTOR
SECTION C-C TO COLLAR.
FRONT ELEVATION DOECREASE TO V
WHEN INLET IS USED SECTION E-E
DI-2A DI-28 WITH MEDIANS.
" 1'-WARPED GUTTER
BARS A -I APPROACH GUTTER
II "
1 I f I - J - I 51ti
x
I
- I/�n /
J11,
E L z xz' 'xt/4"
N � WEEP ILOW �- 5" X I
I F
- J GALYAN 2ET7
dNo BARS A-1 I' 5EE NOTE 8. RENT PLATE$ '!. i - SLOPE OFo w rn BARS A_ _I _ _ o p R '0" C-C APPROACH
BARS - - SURF[7�
ACE
z x
BAR$ B C
N
FOR l/5E ON GRADES %, ,
p w
a 70 C C
/N" /2 57 W
2.^ s 6
AIRS G i SHEARC04NL 8'" C- WELDED FO ANGL
DE-2C I
C _�- i
BARS F
�v
IRON s 2'C C.
WARPS D
L _77 _ _ J TYPE A suxfnce TYPE B
i i 'STEPS NOSE DETAILS
F W 0 OW i tL „SEE NOTE S
NOSE _
2'-3" B TYPE A NO_E DETAIL SHALL BE USED WITH CO-7 STANDARD.
3'-7"
TYPE 8 NOSE DETAIL SHALL 8E USED WITH GO-5 STANDARD.
__I (j T
GALVAN12E0 PLATE FOR TYPE A TO BE SEPT ON AN ANGLE
FOR USE IN SAGS SECTION A -A OF 68.30'PND IS TO BE ANCHORED 'KITH %"X4" STUD
BOTH SIDES TO BE SYMMETRIOAL FOR STEP DETAILS SEE STD. ST-L SHEAR CONNECTORS WELDED TO BENT PLA AT 2'C-C.
NVOOT SPECIFICATION
ROAD. AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE
SHEET 1 OF 2 REVISION DATE 12" - 24" PIPE; MAXIMUM DEPTH (H) - 9' 233
104.Q3 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
--------------------------------------------------------'',F___
2016 ROAD & BRIDGE S ANIDAR€7.S
2016 ROAD & BRIDGE STANDARDS
D' _la, 3v ___ -...- E <P L . _ .._.._..
-r+R fLS 7F i•__T JUNr� `
Y,P?t' INN Nl' }€..- '' 1T / FRA • L. 3h(.:. C-,L:E'rVAIK )
�.`-"-'jj-�� �E., �i.MOA,D k:-2 i 3'
I BaF'.. , p� i J
`//
er 3
j: a - -- c _
r
; •-£:vie: F _
Y a w
l
! <.i'
- 1
_. I 4
t
a 4
..- - _ ._ _ ._ ._ ... _ _..__..
f 'lug%- II �BnR c L Br>rT .4 /J �..a.d..-': I
c
11 'r: f! I .. 1't (3 D C.uTTER FHCE CE' + :rr,2 t �`,\� !
jam ' . LRt;K :GIN P.U:. JONT r. ., .I: .OhI RCA.. "': 17-.__.^I S�'" k
I._.__ '.. _L . _.__ -._ _ ._ _ ___ _.._.___._____....-.._....._....__..................__..__.._._.___......_.....___.._-__J ___._�... ....
D.,
I" I SECTION A -A
5•?.fr7. -1 PLAIN
._1I SJAA'. M _I
.._...__._.v__i":..._.._. _.
-�"-A ..___
:U'MAX. (-KEY.C': C0:'S5l' J(MT
{_ L /A) IABFE MAX..,f•
�- I,, I"..., _ _ __ ._ _. _' _ --_ - oli,_ _. 1 I - -='a',\'}.Eli
/,
,- --.� -ti „RC F \ eAP.s L (.,..-B 1.': _
HIRS �M'_ DIM(+_ En `
I WEEP r: E FRONT ELEVATION 1/' :S.I 11-1-11,1-BASS B
IHAMS F...../ _»-+.'�---..._
_ � .,Jf. R. Ri.MOVEO! E 3'-D"
__ _
6„i A�Ia" q"afdTrL.4rE_-' I �, ___ -_ SECTION B 3
'. R
�` ::/ -
F SEJ )41TP CC ,I, 7 STi: <GhF,DS, L
TYPEE IJOSE DCTN, S{-0A1.I. BE USED WITH CO-2 ,..:-f SLAJG:AROS, TYPE A '.-'/,' v
T STUD 6-i'q," t, W'LOE
C0J a. D P qTE Fn T(PE A 'v BE AMU CJ AN A;as`LE 8'3'i TO N",_E ;Of1 .AT 2'C C
c.11ar,,:.,.1Rs hr.L 1, Ta BE nc.H„PED viiTn'/, r. ;ILL SrL:;' NOSE DETAILS
'WELDED TO EEl?T PLATE A+T 2' C-C.
'-"-'^ 1' �� ��wAl'PEDAGEayE"ME:u T 01 jA «1 CI 3B I.- _ ____ _ J „C I.„_ _-_._- .__---I -
~ `3
-I - ..._ __�. _ _. _�
r j
-�
__�_.;
- I ole
_: ___ .
__
9
I - -
_�1
r
I
4 _ _ _ ._. l I „
I _� DETAIL WHEN USED
OR a ON cP DE3----_.-- ADJACENT TO CURB
I _111 IJSE "I 5>.G5 WITHOUT GUTTER
.............�__ J'JTH `_IDEA TO FEE STid/ETf•:II.PL
___.._�-.............__...__1..._®_._. _
XV D1_I'T I} F('''�� �`•• .......___..I.'_��. (-`yy I''-q' ___._. SPE FICAPON
:2'.`AO AND Sklu E STf.'1ARD;i JTAN�i AIz, L/ L+Ui IW Li R'VP INLET REFERENCE
T c- RAJ, 04 D.aTE 12>' - 30" PIPE: MAXIMUM DEPTH (H) " 8' .,y
104 -'/iG VR'�IIIA U01Mf:J:EII I:. TR,11E.vOR'ATIOft _;0"c
2016 ROAD & BRIDGE STANDARDS
I E
Co
HL
ev E
n �
V) _ R o M L-
rwr= E WDI X m
�U_ oo vY _ E
^� �2 E
ew v . E
EUj S x � V
°v
CO
Of
� a a L 0
IT i0 m' Na in i7 F-
I•J c0 E W IN au LU
IILI a G �w I o v'
0 -0
o ---o L J ,J o Q
¢ E � �L o
on �
E
E_ E
NT "� � E
n
NU .. " - E
- M� ti
-zo
003 ra
fl C)
q Q Q o
0 o f 0 ^ F-
dE � E Qa J
E o E LD
9 N d GO
h(a ,a `�' N0 I`'L �- W
(N S
N CN Q
t I 11
0 0
TYPICAL, MANHOLE FRAME & COVER
N.T,S
FIG S-1-D
TD-31
ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING
72 x EDGE OF E%ISING PAVEMENT
(AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT -EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS
EXISTING SUBBASE PROPOSED SUBBASE
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1%2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES)
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 111 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT 70 BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE
SPECIFICATIONS.
iVLJLI I WIDENING
[' /'+ SPECIFICATION
ROAD AND BRIDGE STANDARDS ASPHALTAY CMCNT YYIUGNINV REFERENCE
SHEET 1 OF 1 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC
303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 315
VDOT
ROAD A ABRIDGE STA ARDS
1:111 ET 1. I 8 RE�diSiCSN DATE
201.02
2016 ROAD & BRIDGE STANDARDS
-�
TABLE OF QUANTITIES
DI-2A, 25, 2c
L
REINFORCING STEEL
TYPE
CONCRETE
BARS A
BARS.
A-i
BARS 8
1
BARS
8-t
BARS.
C--
BARS E
BARS
F
WEIGHT
Ft,
C". YJs.
No.
Lin. I't,YE
No.
Lir.. FL *
No.
Lin. Ft.#I
No-
Lin. Ft. ME
No.
Lin. Ff.1F
No.
Lin. Ft.
No.
Urt Ft.XI
Lbs.
DI-
2'-V'
1.77
-
3'-2"
4
"_,,,
2'-0"
1'-6"
55
4'
1.23
4
3 2'
S'-0"
4
N-0"
3
-
4 -3" to 4' d
5
3
2'-0"
1'-6"
84
6'
2.23
d
3' 2'
5
7' 0"
4
3'-6"
7
4-3" to 4'-6'
1-S"
179
3
1'-8°
t54
DI-2B
70'
2.79
4
3'-3'
0
tt' 0"
4
3' e'
75
4-3"to 4'-6"
5
2 -0"
3
S' tl"
3
1'-6"
iBS
12'
3.05
4
3-2'
S
73`-0"
4
3'-b"
79
4-3' io 4-6'
S
2'-°'
3
70' 0'
3
1'-fi+,
224
14'
3.34
4
3'-2"
5
15'-0"
4
3'-6"
23
4'-3" td 4' 6'
5
2'-11
3
]2'-a"
3
P-6,
259 11
16'
3.61
4
3'-Z"
5
17'-0"
4
3,-8"
27
4'-3" to 4'-6"
5
2'-0"
3
14'-0"
3
r-6.,
294
18'
EBB
4
S_2"
5
19'-0"
4
3,_6„
31
4'-3" to 4'-6"
-
2,_O„
3
ifi'-0"
3
T-6"
329
20`
4,17
4
Y-2'
5
27'-0+,
4
Y-6"
35
4'-3"to 4'-6"
5
2'-0"
3
"I-,,,
3
1'-6"
364-
6E
2.24
4 _
3'-2"
5
1:_p„
d
,t-v,
6
4'-3" to 4,_,,
5
2,_,"
6
2'-1"
6
r_,6,
715
8'
2.55
4
3'-2"
5
9`-0"
4
3'-6"
.a
4'-3" tv 4'•6"
2'-0"
6
3'-1"
10'
2.82
4
'- •'
S
1T-0"
4
,_ „
74
4'-3" to 4'-6+,
5
2'-0"
6
4'-7"
"
iBS
DI-2C
12,
3.09
4
:i'-2"
5
13'-0"
4
3'-6"
18
V-3" to 4'-6"
5
2'-a"
6
"-1"
220
14'
3.37
_
5
75'-0"
d
3+-6"
4'- " t 4'-6"
5
2'-0'
6
"' T,
"
255
1fi'
3.65
4
'- "
-
17'-0"
4
26
4'-3" to 4'-6"
2'-0"
6
7'•1"
im
"
290
18'
3.93
3'-2"
-
o
I9,-0„
4
-
„20'
30
4'-3„ to 4'-6"5
'-E6
W' Y"
32S
4.20
4
3'-2"
8
21'-0"
4
3'-6"
34
4'-3" to 4'-8"
S
2'-0"69'-T'"
360
TES
1.. DEPTH OF MET M) TO BE SHOWN ON PLANS.
9. ALL REINFORCING STEEL L HAVE A
21. MINIMUM HEIGHT = PIPE DIAL +2'-5" WHEN. PIPES
2. THE 'H" DIMENSION SHOWN ON THE STANDARDS
MINIMUM COVER OF 2'.
ARE LOCATED UNDER EXTENDED SLOT OF INLET,
AN SPECIFIED ON THE F WILL, BE MEASURED
D EC LAMS LL
FROM THE AVERT OF THE OUTFALL PPE TO THE
10. ALL REINFORCING STEEL TO BE CUT CLEAR OF
RC1
ALL OPENINGS BY 2",
UA1 W T R E
22. DUMP NO WASTE D ANS TO WATERWAYS LETT RING
IS REQUIRED ON L DI-2 A TES. LOCATION OF
TORAL
OF THE STRU DIMENSIONS
E. PLAN TI
M
INKS PRY ANUF T R.
LETTERING MAY V BY MANUFACTURER,
ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES
ARE ONLY TANG
AND ACTUAL DIMENSIONS H E D RMINED
N THE C AL TIME SI MS ALL H
11. (3000 I). PR CONCRETE IS TO BE CLASS A3
f3000 P511. PRECIS. CONCRETE 5 TO
T BE
I ION
BY THE CONTRACTOR FROM FIELD CONDITIONS.
4000 PSI.
" MIN RAISED
I�T'7ERWG
WHEN SPECWED ON 'THE PLANS IHE INVERT 15
12. LENGTH OF SLOT IL) WILL, IN EVERY CASE, HE
3. TO BE SHAPED IN ACCORDANCE WITH STANDARD
IS-i. THE COST OF FURNNSHING ANR PLACING ALL
SHOWN ON PLANS.
DUMP NO WASTE DRAINS TO WATERWAYS
MATERIALS INCIDENTAL TO IHE SHAPING IS T4 BE
INCLINED IN THE BID PRICE FOR THE STRUCTURE..
13. THIS STANDARD IS INTENDED FOR USE IN CURB
AND GUTTER SITUATIONS ONLY.
--
DETAIL A
IN H EVENT THE INVERT F THE 9UTr' L PIPE
THE 0 AL P
14. STANDARD INLETS M Y BE CONSTRUCTED WITH
A C S I
4. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE,
THE INVERT OF THE STRUCTURE SHALL BE BtlMEO
CONCRETE BLOCKS IN ACCORDANCE WITH THE
DETAILS SHOWN ON 5TANUARO DRA !NCI DI-
w MB
}}..�� z '-6"
WITH CEMENT MORTAR TO PREVENT STANDING OR
PDNCING Of WATER IN THE STRUCTURE. THE COST
15. THIS AREA MAY BE EARTHEN, N WFfiCH CASE
SEE
1 DETAIL A-
OF FURNISHING PAND PLACING AIL MATERIALS
THE EXPANSICN JOINTS WILL APPLY ONLY TO
DENTAL O S' S TO INCLUDED
N dl T THE SHAPING I T N D
CURB AND GUTTER.
F F
IN
N THE 61D PRICE FOR THE STRUCTURE.
16. CONCRETE SHOWN ARE FOR DEPTH
///5
T B
EGR ,0.NE T0. BE PROVIDED WHEN H J 4'ST
GREATER, FOR DETAJLS SEE STANDARD ST-1.
"QUANTITIESWITHOUT T
DIS OF 5'-2" WITHOUT PI S. TH
PE E AMONYTOR
DISPLACED BY PIPES MUST BEDEDUCTEO TO
-
5.OBTAIN
ITEM MAY BE PRECAST OR CA57-IN-PLACEDIFFERENT
TRU QUANTITIE. FOR INLETS Of
STHIS
DEPTHS ADD OR SUBTRACT 0.28
6. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY
CUBIC YARDS OF CONCRETE OR EACH F CI .
F CH 0 T
12" C-C TO BE PLACED IN ALL AREAS ADJACENT
7. TO CONCRETE TO PREVENT
17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET
I OF 2 IS TO BE L 16" A7 4.10 LOS./FT.
'•"-""""�`"' DETAIL A
45°
SETTLEMENT.
18, - DENOTES LENGTH F ONE 1) B OF
< ae.
GRATE
3" DIAMETER WEEP HOLE TO BE LOCATED i0
_
iS0 + 7 LBS CAST IRON -
M1'
- -
8. DRWN SUBBASE MATERIAL. WEEP HU,L WITH
1 X1d' PLAStI` HARDWARE CLOTH , ESH 2 4 M
79. ALL REINFORCING BARS TO BE;kS,
-,
U RE
DI GALVANIZED STEEL W17E MINIM M WI
ER " N R d' 5 H
CLOTH 0.03 . UMBE MESH PRDWARE
20. GRATE TO BE INSTALLED SO SLOTS ? i
BLQ WILL DIRECT
WATER TOWARD THE f THROAT.
A ER E NLET ROA .
SECTION 'F
F
CLOTH ANCHORED FIRMLY TO THE OUTSIDE
OF THE STRUCTURE.
SPECIFICATION
'f�tir�-i-
REFERENCE
STANDARD
CURB DROP INLET
ROAD AND BRIDGE STANDARDS
233
12" -
24" PIPE: MAXIMUM DEPTH (H)-9'
REVISION DATE
SHEET 2 OF 2
302
VIRGINIA DEPARTMENT OF TRANSPORTATION
104.04
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
TABLE OF QUANTITIES
1I-31
IQ, 3C
I
AREA OF
REINFORCING
to
NOTES
1.
DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
7- El X 6" SM007H DOWELS AT APPROXIMATELY i6. THIS AREA MAY Ef RT ' I HI H @E HEN, N W C CASE
12" C-C TO BE PLACED N ALL AREAS Pl)JACENT THE EXPANSION JOINT WILL APP Y 0 O
C W L MY T
2,
T DIMENSION 'N N H T
O N HE: P O THE STANDARDS
HE "H' SPECIFIED
AND SPECIFIED ON THE PLANS WILL BE
T T CONCRETE T
0 ABUTTING O PREVENT
SETTLEMENT. -
-
CURB AND GUTTER.
F'
MEASURED FROM THE INVERT Of THE DUTFALL
PIPE 7O THE TO OF 7H STRUCTURE.
P EB.
3" DIAMETER W EP HOLE TO AZ
E E LOCATED TO
SHOWN ARE FOR DEPTH
76. CONCRETE QUANTITIES OUT
(H) P H T
OF 5'-2" WIT PBS. THE AMOUNT
PLAN "H" DIMENSIONS ARE APPROXIMATE OHJY
FOR ESTIMATING PURPOSES AND TH-e ACTUAL
DIMENSIONS 'HALL BE DETERMINED BY HE
P AL DE L T
DRAIN SUBBASE MATERIAL. WEEP HDL .WITH
12"X12' PLASTIC HARDWARE CLOTH ' AESN
CIO GALVANIZED STEEL WIR MIN M W
E AMU IRE
OISPLACED OY RAPES MUST BE DEDUCTED TO
OleTRUE CLAN UTES. FOR INLETS OF
DIFFERENT
FE ENT DEPTHS AGO OR SUBTRACT 0.32
CONTRACTOR FROM FIELD CONDITIONS,
0
NUMBS 4 MESH HARDWARE
R E D E
DIAMETER ANCHORED
CLOTH AUTHORED FIRMLY - TO THE OUTSIDE
C F CONCRETE H 0
OS 0 CON ETE FOR EACH FOOT
CUBIC DEPTH.
OF DEPTH.
3.
WHEN SPECIFIED ON THE PLANS THE INVERT IS
TO BE SHAPED IN ACCORDANCE WITH
OF THE STRUCTURE.
77, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1
LACINGSTANDARD
IS-LMAT THE COST OF FURNISHINGHE AND PLACING ALL
MATERIALS THE SHAPING 70 eE
9. ALL REINFORCING STEEL SHALL HAVE A MIN.
COVER ' OF 2",
OF 2 IS TO HE Lt16" AT ALTO LBS./Ft.,
TESIS
INCLUDED IN THE BID PRICE FOR THE STRUCTURE.
THE BID RI
IN THE EVENT THE INVERT OF THE OVTFALL
10. ALL REELONGS G STEEL TO BE OUT CLEAR OF
NJ_ OPE7,4NGS BY 2".
78. ->Y DENOTES LENGTH OF ONE III BAR.
49. ALL REINFORCING BARS TO BE#5.
4,
PIPE IS HIGHER THAN THE BOTTOM OF THE
STRUCTURE. THE INVERT OF THE STRUCTURE
11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3
20, WHEN MET IS USED IN 4'-0" MEDIAN, BACK OF
SHALL BE SHAPED WITH CEMENT )MORTAR TO
PREVENT STANDING OR PONONG OF WATER
(3000 PSI). PRECAST CONCRETE IS TO BE
4000 PSL
INLET IS TO BE SHAPED TO CONFORM TO
PROPOSED CURS.
IN THE STRUCTURE. THE COST OF FURNISHING
AND PLACING ALL MATERIALS INCIDENTAL TO
LENGTH OF SLOT (L) WILL EVERY CASE' BE
2. M E
THE SHAPING t- TO INCLUDED 1N T BID
BEHE
PRICE FOR THE STRUCTURE,
SHOWN ON PLANS .
5
'
STEPS 0 P N 4'-0'
5 c S ARE T BE PROVIDED WHEN HIS
Y INLET CONSTRUCTED CURB FED. E MEDIAN C R
73. E 3S C ED CURB 0
WITH T CURB, T 15' F
INTEGRAL R TER TO B_
R T N ST-1,
0 GREATER. FOR DETAILS SEE STANDARD
T t EDETAIL).
OMITTED SE
6.
THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE.
14, STANDARD INLETS MAY BE CONSTRUCTED WITH
CONCRETE BLOC KS IN ACCORDANCE WITH THE
DETAILS SHOWN ON STANDARD DRAWING 01-NIB.
SPECIFCATION
�V°OF
REFERENCE
STANDARD
CURB DROP INLET
ROAD AND BRIDGE STANDARDS
233
12" _ 30"
PIPE: MAXIMUM DEPTH (H) - 8'-
;3EVISION DATE
SHEET 2 Of 2
302
VIRGINIA DEPARTMENT OF TRANSPORTATION
oa.o
TYPE
L
SLOT
T STEEL
Concrete
BARS A
BARS B
BARS C
BARS
D
BARS E
BINS F
BARS
G
WEIGHT
Ft.
5 . Ft.
Co. Yds..
No,
Lin. Ft, S:
No,
Lin. Fi. Y(
No.
Lin. Ft. #H
Nv.
Lin, ft.
Na.
Lin. Ft.i!
No.
Lin. Ft.g1
No,.
L'm. Ft.
Lb..
DI --A
11
3
e
4'
1.83
.59
5
1'-8"
2
,. •• 6'• ,+
3
5' -7"
3
3'-2"
4
1'-6"
3
I'-6"
4
1'- „
4
_•
2.73
3.02
5
3'-6>,
6
6'-7" t" e'-10"
3
5'-7"
3
3'-2"
4
3'-6"
3.
i'-6"
4
9'-0"
171
8'
.46
5
S._6:.
p
-,. „ ,_ :,
g
y_T„
3
3,_y„
4
5,_6„
3
p_6„
4
_0„
i
01-38
10'
_IL_
a.58
3.30
5
7' -6"
14
6'-7" L. 6,_70:,
,_7,:
3
3,_y'
4
7'-b"
3
1'-6"
4
,_
12'
5.50
4.34
5
9'-6"
t8
3
5'-7"
3
3'-'2"
d
9'-6"
3
1'-6"
4
1
ib'
6.d2
4.73
5
17'-6"
22
'•7"
3
S'-7"
3
3'-2"
4
71=v"
3
1"-6'
4
1'-
96
16'
7.33
5.22
5
13'-6"
26
6'-7't -
P'-
3
5'-7"
3
I.- 11
A
13-6"
3
1'•B'
4
'
18'
8.25
5.65
5
15'-6"
30
'-7" "
3
S'-7"
3
3'-3"
4
15' 6'
3.
t'-6'
4
i'-0'
391
20'
9.17
b.09
5
17'-S"
34
6'-7'to 6-10"
3
5'-7"
3
3' 2"
d
17`-6"
3
1'-6"
d
i�_p:,
tB
4.
B'
3.TS
3.07
10
T_g„
4
8'-7" to 8'-19"
5
5'-7"
3
3'-2"
B
7'-9"
6
7'=fi"
2
i'-D"
iti
6•
3.57
3.45
t0
2,_g„
8
6._7„ to 6,_10„
5
8
y,_g,.
G
I•.6„
2
t'- "
958
1a'
A.58
3.84
14
3'-9"
12
S'-7" to 6'-70"
5
5'-7"
3
3'-2"
6
305
12'
6.50
4.33
t0
d,_g„
16
6'-7" to 8'-70"
5
5'-7"
3
3°-2"'6
252
DI-3C
74'
6.42
d.77
90
5'-9'
2O
6' -7" to 6-10'
S
5'-7"
3
3' -2"
R
S'•9"
6
t'-8"
2
98
i6'
7.33
SLAT
10
6' 9"
2d
6'-7" to e'-1O'"
5
5'-7"
3
3'-2'
6
i'-6"
2
345
18'
6.25
5.65
14
7.9"
28
6,-7" I. 6'-'A"
S
5`-7"
3
3'-2"•
8'
7'-9"
6
20'
9.17
6.09
70
8'-9'
32
6'-7" t d'-70'
y„ R P
/ t,- - 1� T
°` .. ; t� ' �" peg SURFACE
m _
D . ,�,.�
�A .
Ib ,
-w W '
}.' A- OASE
?. D ,
• t> a " ,
G:a , �,. .
2016 ROAD & BRIDGE STAND/
SUBBASE
__._7"m
NOTES � 6" STONE BASE
(21-A OR BETTER)
1, THIS ITEM MAY BE PRECAST OR CAST W PLACE.
2> CONCRETE TO BE CLASS A.3 IF CAST IN PLACE,4000 PSI
IF .PRECAST.
_ CURB HAYING A RADIUS OF WO FEET OR LESS (ALA
FACE OF CfU:I WILL BE PAD FOR AS RADIAL CURR
THE DEPTH OF CURB MAY BE REDUCED AS MUCH M
3" (13" DEPTH) OR NCREASED AS MUCH A5 3 (79DUTHt
IN On.ER THAT THE BOTTOM OF THE CURB VILL CONCIOE
WIFH THE TOP OF A COURSE OF THE PAVEMENT SUaSTRLaOTURE.
OTHEFSWlSE, THE DEPTH IS TO BE 16" AS SHOWN. NO
Ara �DSTAAaT IN THE i3fl&CE W#5 TO RE MADE FOR A
DECREASE OR AN 14MEASE IN DEPTH,
5, CC-3 IS TO BE USED ON ROADWAYS MEETING THE
REQUIREMENTS, FOR CG-7 AS SHOWN IN APPENDIX A
OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION
ON GS UROM STANDARDS.
6WWN THIS STANDARD IS TO BE TIED VTO EXISTM
BARRIER CURB, THE TR4,1ESITION IS TO DE MADE
WITHIN IW OR THE CHASE IN STANDARDS CM BE MADE
AT REGI OPENINGS.
STANDARD " CUR
W°M44A DEPARTMENT OF TRMVORTATEk3
N11Tr1 MTN, 60' DIAMETER MANHOLE
I -.REQUIRED,
(PER COORDINATION WITH ACSA STAFF ON
. t 5/15/19, A 60" MANHOLE IS NOT REQUIRED
(TILL., ° .,�I.,L, v - FOR 6" OR SMALLER LATERAL DROP �4.
i , CONNECTIONS.)
E= USE APPROVED FLEXIBLE RUBBER
q' - --BAIT, Q.
\ .. 6$
n f G
I �_
Q L- - .-._ O
.._...... 1 'Alf\ . %Q
A I -
:a E
-DROP PIPE
O
c a S S.T>_i J
,.
o zr
rz T
1 4 k
. {
' d' \\I I SEWER
INFLUENT
�--� 4, PIPE
n'
v d'
4 ° 1MAiN 11 I
o-o-
I .o .. ° a A�. 4- SEWER PIPE
PLAN
\'> ,`
PROFILE
I. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO
(2) FEET.
2, VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO
THE DROP FITTING WITH STANDARD GASKET JOINT.
3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF
STAINLESS STEEL,
I 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH 17RANSITION FROM DROP CONNECTION DISCHARGE POINT
TOSPRING LINE OF MANHOLE INVERT.
5, DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW.
6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS,
7, MINIMUM 72" DIAMETER MANHOLE REQUIRED FORA SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR
TWO 8" DIAMETER DROP CONNECTIONS.
j STANDARD INTERNAL DROP CONNECTION
I N: r.S.
FIG. S-1-C2
DS
01.13
i-y- C
VARIABLE LENGTH
1S" CCDRRUCA7ED PIPE
/0 bI N
AN
PAY LINE5.
BRIDGE
SEE 'HALL SEE ST'D. GR-FOA-2
FOR GUARDRAIL DETAILS
SPEAKIDER
BREAK LINE
PLACE GUARDRAIL POST TO AVOID SEE
COHFLICi WITH 15" CORRUGATED PIPE NOTE 9
____ _ _ __ _ __•
`
�i
APPROACH
$LAB
iF USED) CONCRETE CURB
EDGE OF PAVELIEN7
ISEE NOTE 81
C PLAN
BRIDGE TERMINAL WAIL
(BRIDGE RUN ON A, RUN
OFF LOCATION)
0
TOP CAP GALV. STEEL
TIE CURB INTO BR qGE
SECTION D"D
TERMINAL WALL FLUSH.
-FLOW FLO _M'---- ---FLOW
,^LAIN.._
j=R���_._ _
'�'•-•`.•._'�-`�o".3�AI
NOTES NOTE 9
'�'" '
=(
L THI$ UNIT MAY BE PRECAST G2 CAST IN PLACE. CAST IN
ELEVATION ELEVATION
ELEVATION
PLACE CONCRE iE IS TO 8E CLASS A3 13D00 PSU. PRECAST
CONCRETE IS LD DE 4000 PSI.
LEFT HAND RIGHT CM LEFT HAND
RIGHT HAND
D
ION GRADE LOCATION) (SAG OCAi W
L q
! N ^R LOCATION)
G GRADE LOC OND
2..N.L REINFORCING T I T
STEEL $ TO BE GRADE 50
PAY LINPLACE GUARDRAIL POST TO AVOID CONFLICT
E -
J. PIPES ARE TO B PLACED N T DOWN R
E ACER 0 HE 00 GRADE OR LOWER
'A1iH REO'D
TYPE i LENGTH•10'-8"
15" GORRUCAicD ROE.
F INLET.
END 0 NLE .
GUARDRAIL POST
16LOCHOUT AND TYPE II LENGTH-20'-&'
1 "
5 CORRUGATED
4. PRECAST UNITS MUST BE FURNISHED WITH PIPES PLACED TO
RAIL ELEMENT ASPHALT CONCRETE (:ORB
PIPE
THE RIGHT OR LEFT ACCORDING TO THE FLOW DOWN GRADE.
FACING THE
NOT SHOWN) BACK-UP MATERIAL REWIRED
SHOULDER
WHEN INLET FROM THE CENTER OF THE ROAD.
B
8R AK LNE
5. WHEN THIS INLET IS USED IN A SAG LOCATION EITHER A RIGHT
A
A
HAND OR A LEFT HMID UNIT MAY BE USED.
I
1
6. BAG 'FILL TO BE PLACED AND COMPACTED N ACCORDANCE WITH
- _ -
-i
SECTION 303.09 OF THE ROAD AND BRIDGE SPECIFICATIONS.
v, FLOW
ASPHALT
7. OI-13 STRUCTURE SHALL BE LOCATED A MINIMUA OF it FEET
_WARPED PA
VED AVER
SHryJLCER
Ct9R8
(SEE NOTE 9)
FR M TH N D E E D OF THE BRIDGE TERMINM. WILL_ IN LOCATIONS
THAT INCLUDE AN SLAB IXT BEYOND THE END
Lr..- EDGE OF
ANAL W STRUCTURE
OF TH T RMIN W T i TR i H E BRIDGE E AL ALL, HE D 7 S uC URE SHALL BE
B P
PLACED A MINI FEET Y N iH F 1-
MUM OF 5 EE BE 0 D E ENO 0
AP P H BOAC SLAB
ASPHALT CURB PLAN
8. STANDARD CG-3 CONCRETE CURB SHALL BE PLACED FROM THE
(SEE NOTE 91 (ROADWAY LOCATION)
END OF THE INLET TO THE BEGINNING OF THE BRIDGE TERMINAL
.,
NOOK BOLTS X B" X " 1
2 % ASPHALT CURB / / j
LING
WALL. ASPHALT CONCRETE R K MATERIAL H AL CO GTE E O B IN LP E AL $ ALL 9E
PLACED BEHIND GG-3 AS SHOWN N SECTION THE T F
SEC CN C-C. E COS D
(RIGHT ANGLE dENO) WITH SELF
ISEE NO E 91 NUT PAID FLAT WASHER. GALVANIZED.
i0P CAP O V STEEL
M 5 E L
CG-3 CURB AND ASPHALT CONCRETE CURB K P MATERI
RE E C B BACK U AL
SHALL PAID FOR SEPERATELv FROM THE 0-13 $TIR(1CTURE.
ASPHALT CURB
SE NOTE
{ E 0 E 9)
T 4 -� ASPHALT H T FEET
9 STANDARD C .ID AS AI CORE SHALL BE EXTENDED 5 EE
F 0
4
THE
PAST THE T AS E END OF HE INLET AND TRANSITION DOWN TO GRA
AIDE
DE
=�
LEVEL. LONGER LENGTHS SI CURB MAY 8E NEEDED . SEE T
THIS LIMIT THEN T DOWN IN 5 FEET. SEE THE
"5 BARS J a12" C-C
LA IRE
HE REQUIRED
ROADWAY PLANS FOR THE REW,RED LENGTH OF CURB, THE COST
Cf MC•3B CURB AND ASPHALT CONCRETE CURB 9AGKUP MATERI AL
d.:
+5 BARS U • 4" C-C
-:71SHALL
BE PAID FOR SEPERATELY FROM THE I STRUCTURE.
•3 BARS L 9 12" C-C
ST'D. IS SHAPING
II DETAILS OF SLOT INLET AND PPE INSTALLATION, SEE
SECTION A -A
REQU RED
SECTION B-B OH SHEET 2 OF 2.
xvr)o
ROAD AND BRIDGE STANDARDS
SHOULDER SLOT
INLET
SPEGFILA7IDN
REFERENCE
SHEET 1 OF 2
REVISION DATE
70/O9
VIRGINIA DEPARTMENT OF TRANSPORTATION
233
302
g4.33
GUARDRAIL
S7'O.SC41ED
WlPLI, ESTA40ARD MI
NOTES DI-93
2-0 1. SEE SHEET 1 OF 2 (104,35) OF ROAD AMID BRIDGE STANDARDS
APPROACH FOR ADDITIONAL DESIGN AND PLACING INFORMATION.
PAYED SHOULDER
ASPHALT CONCRETE CURB I •,
2. RCP CAP IS TO DE FABRICATED FROM A- 7 R 36 S EEL PLATE /� THICK.
HE
BACK -LP MATERIAL CURB PAVVEEDDSHOULDEft ALL JOINTS ARE TO BE WELDED USING I/{' FILLET WELDS HA) THE
FACE COMPLETE UNIT IS 0 .
SHOLLDE EDGE OF
T BE GALVANIZED
R
B PAVEMENT ITEMS UNE
3. GUARDRAIL MUST BE FLUSH WITH THE FACE OF CURB.
6'
��,�5 -1K6 BM(S H 0 4" C-C
5-C ` - e,•'C.G #3 BARS L e 12" C-C
4t
U
• U
11 O U
COVER
- N
:O
CORRUGATED TWO #
PIECE COI.PI.ING a 4�C--CU 5'-°•'
BANDS WITH ANGLES 4" „ 4"
ATTACH ANCHOR GUY 1'-Z" B" 2'-0°' 2'-0" 6"
GWPLNG WITH TIGPAY WEE
E
E 5 GALV. OLAMP5.
0 0
___ ANC q G uY �
R _
-J_ I ________IL_________1__ m
At A
SECTION B-B L- 5
II = _ BB•3O K.1 0 HOLE PLAN
TOP CAP WEIGHT 56 LBS.
PER EACH 5'-O" SECTION
SEE STD GR-FOA-2 - -
FOR DETAILS N A
I,N
RUBRCLG3 L8„ ! !
_-
-l_. f
i
41{t„
ASPHALT
azcK-� - SECTION E-E
END VIEW TOP CAP DETAIL
APPROACH PAVED TYPICAL METHOD OF INSTALLATION
SHOULDER FOR PIPE ON FILL SLOPE
SECTION C-C
TYPE I TYPE I
"I
AR X MINK %
„
U 10'- U 20'-4
SPECIFICATION
REFERENCE
233
302
BENDING DIAGRAM
TYPE I II TYPE II
, o=
f
�- g�hr
--
> NfLYPE
TYPE I. 1.
TYPE 11- 95•
I • 8 1
PE I • 85
X
m
IW
BARS L
BARB U
REINFORCING STEEL SCHEDULE
TYPE !
TYPE II
MARK
SIZE
NO
SPA LENGTH
MARK
SIZE
NO.
SPA
LENGTH
H
#5
6
4" 10'-4"
H
#S
B
4"
20'-4"
H-1
#5
4
4 8'-11' TO 2'-B'
H-1
#5
4
4"
12'-8 TO 2'•8"
H-2
#5
4
4" 8'-11' TO 2'-8,
H-2
#5
4
4"
12'-B' TO 2'-8"
J
IY5
5
12" 0-70'
J
18
5
72"
0'-W,
L
#5
11
12" '-5' TO 2'-3"L
#5
21
12"
W-5` TO T-3"
U
#5
3
4" A'-10"
U
ik5
3
4"
23"-p•
SHOULDER SLOT INLET
VIRGINIA DEPARTAF.NT OF TRANSPORTATION
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 2 OFJ
04.36
_-
)TEA MODIFIED DI-13 AT F-3. CONTRACTOR TO PROVIDE SHOP DRAWING WiTH 6' THROAI
I a'-4 I " r- • T
Steel Pipe ID = 6° Color:
Standa dCelors:Ydl w. Red, Black Bluc Brosen C G een Oranoe &White
l 5 i Steel Fipe OD .-- 5.625"
y Ideal Sleeve ID = 6 7/8" Custom Color: Pantone" /Sherwin Williams"" #
L
(ifapplicable)
Quantity:
�••}1 -- Name: _ _
5LAA
I';',, I{ '�'i Address:
6"J" I ,
;\ i City,, State, Zip:
\ %
_ - Phone: __
Cross Section of Sleeve Email:
Please fax for email your product inquiry to fax #: (313) 842-7860 or info@idealshleld.com
www.idealshield.com 1 (866) 825-8659
/_ALAI?
IFiCATIf}
ERENCE COhICRETE BIJI LARD I
1C�5 IW.-SEE CIVIL PLAINS "` +� I - ° :..,
"502 - oI�
,I
------- /
I '.
- DRIP IKRI AIIuf\1 fP.
. 9 ryf 5 "j EACH P'L41Ti P,
- SEE IRRIGAT!rON PLANS.
11
�- 2' r; 4' PI_41TER BY
�'1AILLIED PY10CI ECl RROCiI_lC75
-SEE CIVI[_ F LA l FOf?
T I.
LOCi?TIQI`]S,
�I ( 1 /� .
I.
MIN �
P Rti\G I 1 .. alDEutiAL.
�J C
[S �1- 11 1 _ , p
`5' '7 -1 I - - 1, I
1-1 I -1 I1-1I IQ 11-1 I=_ly ` :.� =I 1-
-1 I I _ _I I I- I \ .. III -I I-
, -I , , f I I I--, I ( I I'� I I I 1 [�I110 - 1` PVC I_A TERAL 'LNE IN �„ PVC
/
SL'
GRANITE CHIPS OVIR:'J'V_1U L r SCIIrUULE ^W
NAPtIER MIN.„ T flCl , -L� If KI(F II+ rl RLAI,jS
2" idDS ATRIUM GR,1 TE GN RISER. iY10DEL
#270 WITH SGH 40 PVC FITW,IIGS,
.UNNE�J Tn STMU- SEE CIVIL PLANS.
LANL APE PLANTER SECTION"- TYPICAL
REV: 4-2-13, STALE; 1" = 1' p„
IN
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REVISIONS
REV
DATE
COIViMENT
BY
1
10/9/18
ADDRESS COUNTY
COMMENTS
JOR
2
11/30/18
ADDRESS COUNTY
COMMENTS
JOR
3
2/22/19
ADDRESS COUNTY
COMMENTS
JOR
4
4/24/19
ADDRESS COUNTY
COMiv1ENTS
JQR
5
5/15/19
ADDRESS ACSA
COMMENTS
JQR
%I
I
j
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
PROJECT No,: V162083
DRAWN BY: DSH
CHECKED BY: JOR
DATE: 6/22/2018
SCALE: AS NOTED
CAD I. D.: SD5
PROJECT: PR"P�ul0
SITE PLAN
D()
FOR
V_
\ ..
wff�
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY, VIRGINIA
\ ti
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax. (F)4O1.uC_(1301
(
C V \
DETAILS
9
I
I
SHEET NUMBER: I
NOTES.
1. ALL LETTERS ARE 1" SERIES "C"
PER MUTCD.
2. TOP PORTION OF SIGN SHALL
HAVE A REFLECTORIZED
FASTENED WITH
(ENGINEERING GRADE) BLUE
12'
ACORN NUT
BACKGROUND WITH WHITE
AIR�7 � �
PUMP
REFLECTORIZED LEGEND AND
BORDER.
3. BOTTOM PORTION OF SIGN SHALL
PAIN
LEGEND AND BORDER -
HAVE A REFLECTORIZED
RED BACKGROUND -
(ENGINEERING GRADE) WHITE
i
WHITE SIGN SHALL BE R7-8
BACKGROUND WITH BLACK OPAQUE
LY
ONLY
1 N I
(12" X 18")
LEGEND AND BORDER.
PARKING By
FASTENED WITH
4. FINE NOTIFICATION SIGN SHALL
DISABLED
PERMIT
ACORN NUT
HAVE A REFLECTORIZED
ONLY
(ENGINEERING GRADE) WHITE
BACKGROUND WITH BLACK OPAQUE
LEGEND & BORDER. CONTRACTOR
VAN
w
SHALL VERIFY FINE AMOUNT & ORD.
ACCESSIBLE
b
Q
NO.
j
�
5. ONE(1) SIGN REQUIRED FOR EACH
FINE
O
U)
GALVANIZED
PARKING SPACE.
$200.OD _
F.S.318.18M
Q
O
BREAKAWAY
6. INSTALLATION HEIGHT OF SIGN
9
STEEL U POST
SHALL BE 60" ABOVE THE FINISHED
Y
rr
GRADE TO THE BOTTOM OF THE
FASTENED WITH
ACORN NUT
6" WHITE STRIPE
SPACED 3.5' APART
5'
12'
HANDICAP
REV. AUGUST 20, 2017
- HANDICAP
PARKING SIGN
(SEE DETAIL)
H.C. PAVEMENT
SYMBOL (TYP.)
2"
m� (D,
m
a SIGN. ON UNIFORM TRAFFIC STRIPING, SPACING, AND CURB RAMPS SHALL COMPLY WITH THE
CONTROL DEVICES (MUTCD). GALVANIZED LATEST STATE OF FLORIDA ACCESSIBILITY CODE & FDOT
7. SIGN POST TO BE GALVANIZED BREAKAWAY STANDARD INDEX 17346
NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF THE BREAKAWAY STEEL U POST. STEEL U POST NOTE: ALL SIGNS TO USE ACORN BOLTS.
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 8. SIGN TO BE FASTENED TO POST
WITH ACORN
AIR PARKING SIGN 9."VANACCC SSIIBLE"SIGN PER HANDICAP STRIPING DETAIL
MUTCD R7-8P.
NTS UAIUni/^AD DADICIleiP_' CIr'IU NTS
SIGNAGE AND STRIPING NOTES: NTS
1. ALL STANDARD PARKING STRIPES ARE TO BE 4"
YELLOW
2. ARROWS SHOWN IN DRIVE AISLES ARE FOR
INFORMATION ONLY AND SHALL NOT BE PAINTED.
'HIr tT:rl' ~/ , an.
WW ff"NL
CORNER TSI.AND (DETAIL
ELEVATION
-
t , .r
x x
a€x: jj
END POST ONLY
BACIaNGPL IE
SECTION
WOODFN GUIDE RAIL
TOP CO R PHOTO CONTROL
LAMP
PREMIUM POLES:
IF PROJECT SITE LOCATED
WITHIN THE FOLLOWING
FLORIDA COUNTIES, THEN
N T THE PREMIUM 0.188 MILL
LIGHT POLE WILL BE
REQUIRED:
SARASOTA
CHARLOTTE
LEE
COLLIER
MONROE
DADE
BROWARD
PALM BEACH
MARTIN
ST. LUCIE
BREVARD
NOTE: PROVIDE 6"
HANDHOLE W/ IDEALSHIELD (WHITE)
= COVER MIN. BOLLARD @ SITE
2'O X 15" L LIGHT @PARKING
Q SPACED AS DIRECTED
a � BY WAWA PROJECT
ANCHOR ENGINEER.
ILL BOLTS FINISH GRADE
w T-0" MIN.
(9 > 1'-0" MIN.
TT -
FINISH GRADE L� CONCRETE CURB
I
24"0 SONG TUBE
WITH 4 - 6" BARS,
S-O" TYP. BELOW GRADE VERT.
(MAYBE 4'-0" FOR SOIL
W/ SOIL COHESION -n
125 PSF CONDUIT AS
REQUIRED
#4 TIES @ 6" O.C. MAX.;
PROVIDE 4 - #4 TIES @
3" O.C. AT TOP OF PIER
NOTE: THIS DETAIL IS NOT CERTIFIED. FOR INFORMATIONAL PURPOSES ONLY,
CONTRACTOR TO PROVIDE SHOP DRAWINGS CERTIFIED BY STRUCTURAL
ENGINEER.
PLACEMENT: POLE SHALL BE PLACED AT PARKING STRIPE AT HEAD OF SPACE.
LIGHT POLE WITH
STANDARD ANCHORING DETAIL
NTS
STANDARD SPACING
1 HANDICAP SPACE
CONFIGURATION
2 HANDICAP SPACE
CONFIGURATION
3 HANDICAP SPACE
CONFIGURATION
WAWA GENERAL DETAILS
a MIN
VARIES
K'
ALL STD STRIPE
TO BE YELLOW
5' 4.3' 3.6'
--TYPt-- a
3.625'
SLOPE TOWARDS
ASPHALT
10" PVC SLEEVE ° °
6" BOLLARD W/ COVER
CONCRETE PAD
CURB : • • 48"W X 36"D X 6"H
32"
PLAN VIEW
DESIGNER NOTE: AIR PUMP TO BE PLACED INLINE OF
SIGHT TO BUILDING,
AIR PUMP STAND
5' 4.2' 4.3'
TYP
10'
5 4.3' 32 32 4.2'
TYP
5'
-rmT - - -
i��
IN
NOTE: ALL DIMENSIONS MEASURED TO CENTER OF BOLLARD. BOLLARD
SPACING IS 5' UNLESS OTHERWISE NOTED.
BOLLARD SPACINGIDIMENSION DETAIL
NTS
$" PLASTIC COVER
BY IDEAL SHIELD.
ALL COVERS TO BE
WHITE
4" TOPSOIL
CONCRETE
ENCASEMENT
6" COMPACTED PEA
GRAVELBED
2.35"
FRONT ELEVATION
15.37"
EXCEL AIR MACHINE
MODEL #SC05
ARD (TYP.)
DETAIL)
REV. JULY 28, 2016
ADA CONSTRAINED
DIMENSION 10"
MAX
0"
CONCRETE PAD
(SEE STANDARD
DUTY CONCRETE
DETAIL)
CURB
s
3
NTS
BOLLARD (TYP.)
(SEE DETAIL)
ASPHALT
4' x 3' AIR MALL CHINE
o PAD W/ 2 BOLLARDS
z
Lu
� � �"AIR PUMP PARKING ONLY"
SIGN
0.4"
°
d a 4" YELLOW
d d d�
A
4' x T AIR MACHINE
AIR SPACE, AISLE, ° ° . n' a ° PAD W/ 2 BOLLARDS
AND ADJACENT 4 ° a a
SPACE TO BE 6" ° 4
CONCRETE °�
RAMP WIDTH \ n.. 4 a ��
VARIES ° ° $
f� CURB 4" YELLOW a
p �
a
T�
® � ' d -
° n o
NOTE: SIDEWALK RAMPS TO MEET ADA, FDOT DESIGN STANDARDS, AND a.
LOCAL SPECIFICATIONS..............................
ADA DETECTABLE CURB WARNING DETAIL 10' 1r 5'
ADA DOME TOOL DESIGN - STAMPCRETE INTERNATIONAL. NTS AIR PARKING SPACE DETAIL
NTS
DUMPSTER AREA SHOW
FOR REFERENCE ONLY.-p;,DOT.'SP,112AARP Til'iL
REFER TO
ARCHITECTURAL PLANS ELT!K14''A'i' C:d
FOR ACTUAL DESIGN. ------_----- --
TRASH
COMPOUND
21
J
. 4
4 O.
4 .
� a
AUGER BORE
I a
�\ /t a
LANDSCAPED AREAS STANDARD
DUTY
a"PLASTIC COVER CONCRETE DUMPSTER CONCRETE APRON
BY IDEAL SHIELD.
9" ALL COVERS TO BE
WHITE
CENTER OF BOLLARD 6" SCH. 80
9" MIN. FROM EDGE STEEL PIPE '" BELOW
OF POUR NEOPRENE CUT V BELOW FINISH INTO
TAPE FINISHED SIDEWALK SEALANT
FACE OF SIDEWALK 10" SCH. 40 PVC ELEVATION
ADJACENT SLEEVE CUT V BELOW
SURFANCE FINISHED SIDEWALK V SIKAFLEC
ELEVATION 1C SL
CONCRETE & SUBBASE e • a SEALANT
VARYING THICKNESS 3" NON SHRINK
r GROUT
SUBGRADE CONCRETE
ENCASEMENT
A PEA GRAVEL PEA GRAVEL
D 18"
AUGER BORE 10" SCH. 40 PVC �- 6" SCH. 80
SLEEVE STEEL PIPE
CONCRETE AREAS
GENERAL DETAILS AND CAULKIGROUT DETAIL FOR CONCRETE AREAS
CONCRETE
ENCASEMENT
6" COMPACTED PE
GRAVEL BE
" PLASTIC COVER
BY IDEAL SHIELD.
ALL COVERS TO BE
WHITE
BITUMINOUS PAVING
& SUBGRADE
6" SCH. 80
STEEL PIPE
NEOPRENE
TAPE
r 10" SCH. 40 PVC
SLEEVE CUT
FLUSH WITH
TOPSOIL
i.j
cnl i- SUBGRADE
PEA GRAVEL
6" SCH. 80 PVC SLEEVE CUT
COVER
STEEL PIPE FLUSH WITH FINISH
EMBEDDED'"
NEOPRENE ELEVATION OF
INTO SEALANT
TAPE BITUMINOUS/TOPSOIL
10" SCH. 40 PVC PEA GRAVEL
1" SIKAFLEC
SLEEVE CUT FLUSH
1C SL
WITH FINISH BITUMINOUS—
SEALANT
BITUMINOUS PAVING &
4" TOPSOIL
ELEVATION SUBGRADE
\\\�
\
CONCRETE
CONCRETE
\\\� ENCASEMENT
ENCASEMENT '
POURED FLUSH
CONCRETE SUBGRADE ` TO SUBGRADE
ENCASEMENT .; POURED FLUSH
6" COMPACTED PEA ---__,TO SUBGRADE
PEA GRAVEL 10" SCH. 40 3" NON SHRINK
GRAVEL BED PVC GROUT
.;8.
SLEEVE BITUMINOUS LANDSCAPED
AUGER BORE
BITUMINOUS AREAS CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS
BOLLARD DETAIL
NTS
NTS
r; -• -
I;..
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REVISIONS
REV
DATE
COMMENT
BY
1
10/9/18
ADDRESS COUNTY
COMMENTS
JQR
2
11/30/1$
ADDRESS COUNTY
COMMENTS
JQR
3
2/22/19
ADDRESS COUNTY
COMMENTS
JQR
4
4/24/19
ADDRESS COUNTY
COMMENTS
JQR
5
5/15/19
ADDRESS ACSA
COMMENTS
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: , V162083
DRAWN BY: DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE: AS NOTED
CAD I.D.: SD5
PROJECT: \I
SITE PLAN
FOR
I
q
s: �t a
LOCATION OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY, VIRGINIA
28 BLACK'WELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax• (54n1 mci-(1 �71
CONSTRUCTION
) � v
NST��J�,TION
DETAILS
SHEET NUMBER:
C — 1
HAI6\V162083\DRAWINGS\PLAN SETS\SITE PLAN DOCUNIENTS\V162083OD1.DWG PRINTED BY. DHALSEY 5.15.19 @ 12:59 PM IAS F SAVED BY: DHALSEY
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SECTION 2-2
PIPE
SIZE
DEGIREE
OF
at -ND
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TEE
AND PLUGS
(IFFET)
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L
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2,50
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0.24
&
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3,55
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1., THRUST BLOCKS ARE REQUIRED WIENEVER HE PIPELINE ; CHANGES DIRECTION, CHANGE5
Sin, OLEAD ENDS AND AT 'VALVES,
2, USE 2500 P.S.I. CIQNCRETIL.
3. NO CONCIRETE SHALI_ BE POURED ON ANY PART OF
4. THE CONSUI! '71ING3 ENCINEER SHALL bE IRESPORSIBLE
THE JOI
To THC VERFY THE T`)`PE SIZE OF'
ALL THRUST BLOCKS.
C 0 N C_" R'a_ TE TI-IRUST
BI OCKS
NTS
Flcl�
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K\MV1620830RAWINGSTLAN SETS\SITE PLAN D0CUMENTMV1620830D1.DWG PRINTED BY: DHALSEY 6.15.19 @ 12:59 PM LAST SAVED BY: OHALSEY
GREASE TRAP DETAIL
NTS
24" x 24" 4000 PSI CONCRETE 24" x 24" 4000 PSI CONCRETE
PAD PAD
FINISHED GRADE FINISHED GRADE
:4'
T
TOP SECTION VALVE BOX OP SECTION VALVE BOX
(CAST CASTIRON)
PIPE SIZE & CLASS AS PIPE SIZE & CLASS AS
LI REQUIRED PER GRADING REQUIRED PER GRADING
PLAN PLAN
F
FLOW FLOW LOW FLOW
NOTE SEE SPECIFICATIONS FOR
NOTE: SEE SPECIFICATIONS FOR
APPROVED
AP O'BEDDING MATERIAL.
APPROVED BEDDING MATERIAL.
T
ONE WAY CLEAN -OUT TWO WAY CLEAN -OUT
CLEAN OUT DETAIL
NTS
wrwwrrrwr
r
o n c. I- e : I'cI P I p,<-,D'v 1 s ioi_l
STC 450i Precast Concrete Stormceptor
(450 U.S. Gallon Capacity)
Cover and Grato
Grade A djusters To
Suit Finished Grade
24` 4 1.
4
4
Inlsi
4" 0 PVC Pipe
F ivlin.15' High
4" Cap
1.
17" 16;'
4-
L12'0 Inlet Outlet
Down Pipe Riser Pipe
(Removable)
48`0
L
Varies To
Mato Grade
YStormceptor
Insert
4`0 Oil Pori
See Note 2
4"0 Outlet
Riser Pipe
------ ----
0 . .... . ........ . Ti- � C
Min,
11
A,
If Required
F
—Insert Tee Here
(Tee Opening to Face Side Wall)
.\TotLs:
L'The, Uw Of Flexible. Cori is Recomirtondedat The Inlet end Outlet 1Vhere Applicable,
1 The Cover Should be Positiomd OwThe lnlet Drop Pipe and The Oil Port.
'4985148,
lowi i 3. The StoTinceptor System is protwed by one or mofc of the foll 2 US htents: ft
,9-5498331, 45-7257601 #57531151 P,5849181, 4606'8765, W6371690.
orawina, 4, Contact a Concrete Pipe Division rcprcwnIaIivc for Further` do not. listed on tl Ritnk,-r 027
PLAG I ESS POST WITH
E 5' GALVANIZED `�MIN
CAPPED ENDS PAINTr-D BLUE IN REMOTE AREAS.
AS DIRECTED. MARKER LOCANON MAY BE SUBJECI
'H TO HIG WAY DEPARTMENi, APPROVAL,
FINISHED GRADE
ADJU31TA3LE TRAFFIC RATED
VALVE PDX W1 LID
77
GATE VALVE
14ATER LINF
CONCRETE //[-2'x 2' BEARING AREA.
THRUSTOCK 4
BL
A < A
NOTE IN REMOCTF AREAS-. 'VALVE BOXES SHALL EXTEND SIX (13)INGHES ABOVE GRADE,
I
TYPICAL GATE VALVE�7
NIS
F 1 G. W 5
VARIES
WATE"R
BOX
Pl
y DIAIIIE7ERS WHEN D
IFFERENT 69ES OF
ARE FES PI E W"TERED.
NOTES
SHAPING Of MAHiOLE AND VLET INVERTS IN ACCOMANCE WITH
THIS DRAWING IS TO =WPLY 70, THOSE STRUCWRES SPECIFIED
ON Pat. OR WHERE IWERT OF PIPE IS AOOVE NVERT Of
STRI,0CTURE,
LOPE TO DRAIN
TO ERT OF
OUTLET PIFE
INV
MMKOU OR DROP WILET IS TO BE FORMED " CONKRUCTED
IN ACCORDANCIE WITH AFFMABLE STMDARD OR SPECLAL DRAWING
THE. ll SKARING AS DETAILED *REON IS TO OONStST OF A
UP TO 4' IN DAkIIETIR AND CONSIST OF STONE, BROKEN BIRICIK,
ER3K94 CONCRETE 09 Oil COKIRETE BLOCK, THE SURFACE
POrIPLAW CENT CONCRETE W COWORMING TO CLASS A3 OR
fr
CLAW C"It EXCEPT THAr 25A OF COARSE AMEGATE MAY BE
MAU- BE LEFT Si V lliEANS OF HAND TROWELLING. NOW
0 DETAI-5 OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAWLE
f THE COARSE ADNEGA71E SK&L REMAIN EXPOSED.
FURPOSE-S ONLY, EACH MANIJOLE OR DROP INLET 15 TO BE SHAPED
INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET ?M CUTLET
CONFIGURATION MD FLOW LINE$.
SECTION 8-8
PLAN
METHOD OF TREATMENT IN MANHOLES
STANDARD METHOD OF SHAPING
ROADWAY
T.,
+
PAVEMENT
COATED STEEL BAND OF, GTAJNILES'N 4P' MIN,
025� MIN, THICKNESS
2. STEEL CASING INSULAYORS
,'�SaIG
4 VIR STEEL QI I 1z" UUNUNLI" FlU
BYO END's
21
--C' 7OIR 8' 1 7' 0 R BL' 1 .2I1
UCTILE ipol`4 PIPE
18' OR 20' JOINT OF' 1
Z_s)
(RESTRAINED JOINTS)
f
T
NOTE; 1_ EL CASING TO EXIiEN E
D TO BACK OF CURS, DITCH, SIDEWALK, C_ OR A MINIMUIvil OF 5' BEYOND THE EDGE OF
5'" E
PAVEVENT, WHICHEVER IS GREATER.
OF PIPE JOINTS
',l MIDIR-E SPACER SHALL BE PLACED AT THE CENTERPOINI
'T TN kLIEU OF CDNCRE�E FILL.,
P� ENDS [IF CASING CAN 3E SEALED USIN-3 A PULL.—L,` FND SFAL GASKE
I VV A TI `R,
'E"I S' EE\/`�' INS- A' LA'1_10N
TYPiC'Al S-7
UNDER ROADWAYS
"IVAM BFWGE STMDARDS
MANHOLE &
INLET
INVERTS
SMET I OF I REVISION DATE
VIRGINIA DEPMUMW OF TRMSPORTATION
ZURNZ882
.12 [305) WIDE REVEAL TRENCH DRA�N
SPECIFICATION SHEET
ZURN
P6-HPDE
TAG
o
Wide
SYSTEM WITH STEEL FRAME
6 [152] Grate
. .. ......
'w-3.j mm '4 wo 10 d IIRI�!,�,`-
. ... ..
D,,Sa flmper al Stad lVeTricrife sj�A�M and chv�pmmout notico, Lint4r(.m[turY)j),Aret) &,Wsqght
<.hihge
Please
Item
pa�l
Item
Back to Index
ENQ111EER IS FE,FICINSIELF F�R
F_
Check
No,
Wirnber
1. D,
t`j�<�,�\SSMiSI�ff ANC;
1HAS)ED U"�Qk APFOCAT-w.i� AND L6CAL 1�00r:
I111-111
1
94454
PC-HPDE
TO 'AETER BOX (SEE FIG, W-6,
THRU W71E)-
ES
'1-4` FLUTHREADED FOR
2" CIOMPRESEAONI FIT-INC,
NUJES:
GATE LIAUVI WI ULIP 4 UN LEr,'z 10TH ERWISE SPECI FIED BY THE AC, -A,
- SERVfC: E L l N F TO (0101 IECT Nl IMAI N %'VITH X'XII—IF E;
- REF "RTO rIC - W-3 FOP T1 I H IJ S 6-10 CK DETAI LS 014TEE,
REFERTO F16. W-5 FOR THRUS' PL()CX DEFAILS AND DEFFH Oj-'CoV¢rj Drj GATE VAI
NO CONCRETE SHOULD BC POURED ON AN Y ?ART DP THE RFSTRAINED, JOIN F> USE PLASTIC SHE ETINi�- fkS
PROTEC110N FOR BOLJS-
USE 2500 CONCREFE.
M E T F R S . ERVICE LINE
LARG"
NTS
-12
4 [K1X1,,11
MIN --------
-INVERT
4 1 1 02t r
J_
4 7j
A ENGtNEERINGSPECIMC
bt,"C', [2413airm]1orIl. 12'jn0.1mmjw�,je,. rev�al �,,iid hivoa 9-10" [23i5mm�ifiwa�.
ibsoroen High Dencity Pofyethyleqe OIDP,11), 1_',Eia�i have a rositM, uiechadc5i �t�nfwcfl�m ia�Nvftn chanrie;,,e,��rmls II�et v"ill not sppa,`ate doring thp
tclk the concret" wr0zmdveqy 12't311C,n,,I. Chmr.eN shaO weigh I-Iis 4)ai) 5,05 1b,_ T2,2�1k" 1) pzw ibletif f=,
lav, a sn"Ielti, T' [76ainnj radiused se €eiminq -14 ac k'JIt 'a" -f U.09 aor 10nd 04 noutrali)�'X, bui jr, Chaennls .iiall u
na'a reoar dip $hffldard to se�,Ufe trench in its finaEoi,anonbball ucr; gr,ite. '.1,4I: Icck IQI�,m 110 Zito i2l, i3o5mluj
Cb
ciaosC i?,eifrj-DINEPV433
wide qndl -tiffi,Graie- m C n d� ha�� a pe
are n I'fie 1MI-6niml ctitwn
Mti,,vilh i3O-4'[1Q2mr,5j G�n�le odkdmwi ba,,B nre�obeiri'
4 powder,,,aied AJIw&ds musthe parfumd by a c�ffflffed w,0,1es ASTN, slat ,lard At 011ainLe oroduced it the U<SA.
a
4 E
No.
SUFFIX OPTIONS Ch,20,dspecliy app, opr'srsa.e op :ants}
6,25 21Q
Outlet Aft , lid AddiEac
2 2
U4
5 t m] 1 �,.2zI; f2351
226uj 2J,45 12,3211%
I j " " ��.25 1235] 1
E4 uli) c[lo, -HuL
FiA QWW, -UE, 3211 1:i6b •�i3
-E;i ii W3No-Hiib E�-Id OuLlei KU,P, 1,2&, i�18gj 11 12
G"try OietionS' ILI)Pfl C'1aS10!CI1krIS afe ner D;N E-II 14331
gui '3 2 D
2,
D�I. 3
"t
u,""il-, t a A-iIj ',Rit Epox,� C,3� �1'd DL�duio Cla �,iT �44 _2,
1 18 71
OCC Duvw lw,� S,oa-d C,
. . ..........
......... .. ........
rz
r
. . .... .... I,,�
. .... . .........
"ItW
- - - — --- - - ___
-------------- -----
4 � 8, 2
, "I'l I t2,i !438 HPDE GRATE ENGINEERING SPECIFICATION: ZURN P6-HPDE
_02t', Q�vanizI,d rui�Sk� c4i,:S C, 821, 1 [43gl i
20[508jX5-3/8[137j Ductile Iron heel -proof slotted grataweighing 9.5lbs [4�3 kgj per finegr foot. The Q
4 1 -,,n , -� _,rate
F - no
o Ri`si�, Re* T��A S121" J'�Ib4ii,� , S(Fv,� Gmie - C
DF G, I,. S ol(ed Gr-i,_ k,
Ouotd 6, RFISC Rdmkiccd Perforaiod wel Grato -Ciass c has an open area of 11,1 in (71.6 crn'] per linear foot.. Grate, conform s to D IN rating of E, ANSI rating of
ate-Cm,"13
-RTISPC Rkifo,,wd PQrNmi,,f,' Stkidek,�, Stieei
v4DE ProO Du�,t,,D -,�i,=ed G,,,,ato
-maf F Special -Duty, ADA compliant, FI-20 and FAA load rated and AS-l"M A536 Grade 80-55-06.
Punch Grate - Citia, C
'NPLIE iiad,Pioof Dudiio siqked Gire�o, E
C E
G ivaniml Cato Ci - s_� C a "I
'j"
W
41',PGC Rei i;occdPeffmo`6 GE,lGCia,.of
11 ''Hgn
htoFtin-RPGrC r�eforaoj GavirizEd Reverse`,ch Gaic
Sy1I
-
Ni�I Jbfwea'"'�"w'sal
G, GI
Siee'iar Gmi8 - D
j _F9
pemialedl
Q,�Ve
_Y
M SIM Q�2'��,' A
sicM)d rrI*, iI,
S b Q, L
G_alo C",
F Q,, F��bliI,,�iixl Ctn,,�s
A
F awklatlsd 'iia;Ness Sted Gmtj - Cats -;a
opuon5
yf U,11e GaiymiLIA Umi0e AC} \ lotiEw,' Gfa�� Cims C
In U',11S �It,w-,w
UF Duitiiik_, Si I�eo Qw;Ae - Gi E GQLF 'A G
SA G�&,�Irizeo Ewol,io ',,foted Grot&
HPDF - Heel -Proof Slotted
Material: Duc4l!e I ron
— - ---------
iDIN Rating: Cliss E
1 Weight:
IOperiAiea:
9,5 .[4�3 kg]
11.1 ir6-it. [71.0 omll
ANSI R6ting:
Special-DuLy
He-_I-PlQof, Forklifts, Corna iercial Aircraft 1
- - —
Size: 511616]
!ADA:
H-20:
Y05
yes
FA
ye 9
1�0 . 1111
P S, R4 LQIA, Ph �X,
In I zvfa,
1 ev,
D ale, IV
15117
ibirn in�iustrieS, LLC, 1 Sp��,fiKatioii Drodnitge opofatiotl
'01
16 i�. PA r- 614-454-792S
kl.uq., 1-4V !'UI. 90iSE,27_,
39333Ca
rtl zurn Indlpmeb urmled
Pro,,I. I rAvg.
Wo. 261. 2
i'-•44I d5 ifs DrClimI,-jI, 1,4V IL2 Ph, 905L�5 8272, 1,-
-IYPICAL METER 'VAULT
F-M W-7A
TD--14
S, 11) E VIE W
,75' RTAH _R DRILLED
IJLE FOR -IOUCH READ
RITT&
Top VfEW
3" DIAMETER, FLAF
RFARING SURFACE
UNDERNEATH
24' X 36'
ALUMINUM ACCESS
ev.
Date: OW213114
Forin Numboi: rT641
NOTES:
E
1. PROVIDE A ' TH!f�13' 'iH M F K GAVFL. BE.NEATH ..TER VAUL"
PR .
2, IMININIUM WWALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHAIJ_ 3E 4`
;MINIMUM WALL THICKNESS FOR VAULTS CQNSTRUCTIED OF MASCINAE, RY BLOCK SHALL BE ",
3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED
WATER PP�OORNG COMPOUND,
.�<"/P!C,41 "sty -TER VAUL-1- (1 1/2 ME_I'ERF
............
NTS
FIG. W-7B
340170
01
2
I
ol
e'ddi
eanix" J
Z
r
00
�-zl
CE
0
6
0
ho
7)
1
W
<'
44
rid
(D
Ed
up
rr
N
�K8 Qo
U
oW
am
REATISIONS
REV
DATE
COMMENT
BY
1
10/9/18
ADDRESS COUNTY
COMMENTS
JQR
2
11/30/118
ADDRESS COUNTY
COMMENTS
JQR
3
2/22/19
ADDRESS COUNTY
COMMENTS
JQR
4
4/24/19
ADDRESS COUNTY
COMMENTS
JQR
5
5/15/19
ADDRESS ACSA
COMMENTS
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
It' PROJECT No.: \1162083
DRAWN BY: DSH
CHECKED BY: JQR
DATE: 6/22/2018
SCALE: AS NOTED
CAD 1. D.: SD5
PROJECT:
PRf-"R
SITE PLAN
. "CICUMENTS
Tu
FOR
12
WR
1,0CA'1'10N OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY, VIRGINIA
28 BLACKWELL PARK LANE, SUITE
WARRENTON, VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
_"'NSTRUCTIC"N f J 0A_y NJ
DETAILS
SHEET NUMBER:
GR-2.2A
x
GR-2
POST SPACING?
�DYNAMIC
MAX DEFT F
NOTES,
WARDRAI, LOCATIONS I E Q HOWN ON P; ANS ARE APPqOXIMAI,_
Q NLY AND CAN BE ADJUSIEL) DIUMING CONSTRUCTII IF AND
AS DIRECTED EY -1-w ENCNEER,
JEiDc TAILKF S rs SEE SHEET NO: 501.05
FOR OF DETAILS RAIL ELEN. 41 RA;1 -
ESPi AND
ASSOCATEID F1,PDWARFSCE H�,T OS. 501.01 AND 5CI m
RAIL ELEMEJTS ME URNISHED SHOP CURVED FOR RADII
BETWEEN 5 FEET AND 150 FaT�
ALI, GJAIRDRAIL -IOSr3 &HALL BE SET II POSE SHALL
NOT BE SET WITH A V.AR[ATiOIj OF MORE'THAN Sri" PER FOOT
- FROM VERDCAL, W-8'EAV, BLOCKOUIS AND I1QSIS 5FIALL BE
' AND ALIGNED VATTHOVT ,ET ALTFRAT16N OR FORCE, _15 PER
$ECliON 505 OF FHE SPECIFICA, IONS.
ALL QR-2 AND GR-2A RAIL SHALL BE MMIFAINEQ AT
HEIGHT OF 277," MIN - 20," VAX AS MEASURED PER
STANDARD OR INS.
A W-LIEM RNILS SHALL UE L.NPEU N THE DIRECTION,.CIF
FNIS ICULAP F SHIP-0 TROADWAYt VEF TRAVEL FOR THE
rHE OPIN(NAL GR-2A IALfHQDj OF NL$fING THE NAIL OR LSE
OF AN ADI)JIONAJ., RAJI_ 04 THE BACY, Of, THE POS I FOP,
3TANOARD R-2A SHALL BE APPNOVEV BY THE ENGINEER
PTNOR 10 INSTALLAIT04,
3, V/
3,- 2
!/
GR-2A
�3' 1�,%` POST SPACNG3
1,MX DYNAMIC OEFLaOTTON 2:
OP710NAL GR-2A METHOD OPTIONAL, Or METFiOD
USING NESTED RAIL USING ADDITONAL
ON BACK OF POST
A WHEN NESTED RA.;' OR ADMTCNAL HAL iS PLACEP ON,BACK OF POST
FOR, GR-2A THE P( DST SPACING WILL FIE 4 -3!'.
FLARE RATES
DESIGN
SPEED
R60E
SENY UN
OND
4111' L I N, E
MPH
,H .y
LINE
FLARE
RATE
FLARE'
RATE
—
71,
9LS1
30:1
15z7 'I
60
S
2* 1
141
a
651
21-1
40 t
5,
1;1
1 61,
5: 1
30
j
4�
_
7 3
7^1 _ _
X SUGGEST ED MAXIMUM FLARL RATE
FOR SFMJHRIGIO BARRIER SYSIEMS.
'\VDOT A CC�IY OF NF OR1CiNA;1 SEALED AND SIGNER. DRAe1NG IS ON FILE IN THE CEI-AIR,'j, (IFFICE,
ROAD MC BRIDGE STANDARDS TANDARD BLOCKE-0-0-UT W-BEAM GUARDRAIL
S
THEE 7 i OF 2 KvisON DATE (STRONG POST SYSTEM)
70 1 VIRGNIA O-_"ARRI[ENT OF TRANSPORTATION
1' COMPRESSION :$le
OR APPROVED EQUAL
I,
SOFT COPPER
NO "_vFATED FITTINGS
QUAL SERVICE
1) SAVDLI:3 SHALL B' U^aEo m pvc, PIPE,
221.
FOR USE ON AltTACHFO
REV DEN7?Al_ SWOM OR OVAL 1122DEN PAL
AND IRRIGATION SEWVIMS,
R_
MP, 31e MAIL- PIPE COUPLINQ
PMOVED LqUAL
7OR DSC�OX DETACHED S04011E FAMILY
"EDII SERVIG; W9RW9 AN IRRtOATION
AETER IS NPT PROVIDED,
TYPICAL SrE__,�VlCF I.-ATERAL INSTALLATION
& 1" METERS)
NTS
FIG. W-6A
TD__10
GR72, 2A
F.
R 41 is
j
�4
4,
j/�" HO-F
4', S"xl -21" TREATED
1 -2'
PINE a L QQK OR
RFCYCI._-L, MATFRi,�j
PLOCK OR
TREAI,-U R.NE
RECYCLED
STEEL IDD W MATERIAL
1 0
SEE NOTE 5.. L u
FCR US' 'WHLY, iEPAJR1LFJ,'� D,*,AAk3M GUARDRAIL
T STEFLOLOCKOUIS,
REAIED
FOR MAINTENANCE
REPAJR ONLY
SOUTHERN PINE--
1
I =71
LtSS THAN 1 -0
4`� 8"*V 2"TREATED 6x8 WOOD POST L
I,— STRONG
SLOCK. POST
�a -0" FOIT G U R, DR �,L
fti` CHI POST 15 USE WITH THE-
s NDAAD (,R-16 TYK i0r, W�� 4" WIDE SLOCKOUT
PLANS.
,SP BY :HE ENGNEER IN
L*J
DETAIL A
POST MAY HE HOT ROLLED OR 'WELDED,
DIA
HME
GUARDRAIL INSTALLATION
SITES REQUIRING LONGER
II
GUARDRAIL POSTS
g4.
rl
NOTES:
BOL I
EJOLfS�NLIFS.WA'-_HRS,AND OTHER
rREAFED P!NL Q
BL'KK OR n STEP. ITEMS ARE TO K CAIVANIZED.
REC'tCLF
VATERIAL 2, A TERNATE [YPE POSTS OX FILOCI(OlUr MAY
SE INITERCHANGED ON AN,' ONE 'ROJECT ViLTH
� I
rHE RESTRIC111ON NHAE ILIE SAVE TYPE OF OR
POST �ND RL011-'KOUT YUST BE USED IN ANY
SNCLE RUN OF GUARDR,Vk.
ARAIL F SPLICE
OFIiONAL HOLE !I �i. FOR PPIAA OF GUARI LERE-N,
NLITATE 1_1-HARDWARE, ETC, SEE SH�ET NO.. 50!,W
11 TO rAC1z TATL Al/\ Ioi�
I - & V NNIZNG - AND 501.02,
J. 0
HOLES 4, DRVE NAIL ON BOTH SIDES WITHI 2" OF TIA_
TOP OR BOTIOM OF HLOZ;rOIJI X-TINER _{,q X
P01. I IS INSTALLED.
I 40t. ES IN POSTS
AID BRACKETS
I 8� 0 1 EC Y," DIA,
CRT POST STEEL POST
-SpEct-FIC TiON
A COPY OF THE ORIGINAL SEALED AND SiGNED DRAWING IS ON FILE IN THE CENTRAL OFFIOE- XVICIOT
REFERENCE _
-OUT W-BEAM GUARD 4TANDARDS
ROAD AND SRIDGE STANDARD BLOCKED RAIL
221 (STRONG POST SYSTEM, P�}ST i::
23� OST AND BLOCKOUT DETAILS) 11 SPSET 2 OF 2
VIRGINIA {DEPARTMENT OF TRANSPORTATION 501,
505
74r <
APPROX. 1.0'
1.5' 10'_I_
MNVTWGRT.30�01
go-T.
jj� 11
EX SANITARY EASEMENT--,.
-11 PAY LIMIT OR OR-2 psi
3R POST—11EfP SOIL PLATE UEARING
NUT AND
MCIHOR PLATE
CIA. ANCHOR CABLE
END SECTION PLAN
SEE STO rR-HDW
,Wl X 6:1 TIMBER POST r- ANCHOR PLATE
HEX BOLT
LONb WITH
SEE DETAIL A
CIA. ANCHOR CABLE 6/-TOP OF GROUND
TWO
OR FAVEMENT
mo
WITH
SEE DETAIL a
ELEVATION,„
21-0,11
X D"IHOLE TTE
ea
DETAIL A 'T7P'
IS
SOIL PLATE
V4.
F -CABLE DETAIL B
TYP. T HOLE V,
4
If[BfilSiiSiliPa Dlk HOLES
SOIL PLATE
WAGGED Dix DIA. I> -
WAGE CONNECTED FirrINO AND STUD (KE XLE
MA
ES
—STANDARD
DIA. MILE T! BE
ANCHOR GABLE SWAGE CONNECTION tel r
TO THREADED STUD SHORT WOODEN POST
fS
XCIA.
E
ANCHOR PLATE DETAILS
1xv
ROM AND BF
11 1 AN
WOE ARDS
SHEET 1 OF I REVISION.DKIE
PROP SEGMENTAL LANDSCAPE WALL
4.
CONSTRUCTED PER MANUFACTURER
_TI
SPECIFICATIONS AND DETAILS (HEIGHT
I TI VARIES BETWEEN 0.00'TO 3.45')
DISTANCE VARIES
21% tyrn
I DIA.
X
T, 8f%61'XW«
BEARING PLATE
STEEL FOUNDATION. TUBE
ANCHOR
PLATE ONE PIECE NOTE4
'COLD FORM USE OF THIS TERMN& TREATMENT F5 RESTRICTEO
SECTION A -A TO RIJN-OFF CONDITIONS ON DIVIDED HIGHWAYS.
SPECIFICATIONN
_LIE
TRAILING END TERMINAL TREATMENT FERENCE
505
VIRGINIA DEPARTMENT OF 1RANSFORTATION 221
DISTANCE VARIES I DISTANCE VARIES
,,—LANDSCAPE WALL LEVELING
PAD PER MANUFACTURER
SPECIFICATIONS AND DETAILS
--PROP CURB
EX SANITARY EASEMENT TYPICAL CROSS SECTION
NTS
9.5'TO 1 VCOVER
�EX SANITARY LINE
- - ------
V��NT C-AF
VtN .I
,0A», A_VANIZCr.j
IFNCS 5E,01N 6R,,�,� I
. .. ...
.................... ... ..
("�o NOT PA:INT�
VERI:., I�ox i
ANIZ._�
A_:,/,k\:ZCr,1 1
.................
. .
......... �J_ 11
71—i
=1
.5 x lazt<yt, F�A.a -
At'VAN ✓ VENT
I .
i 1
L3N' EAE, ,12,(-A N)
w
b
00 1 AMERON 3C, F
I�Ijk c1c`I5iN
&RL OVERFI�_� A ARM,
VZ1.1m
lj
L A'Ak� I�OX
j
J/
2 yMFLI\�+
i�lalk,_ 5 �50L
..........
NOTE: CONTRACTOR TO PAINT VENT STACKS JAVA BROWN
'VENT STACK DETAIL
NITS
00
A&I
040o
44
01
F
z
7'
M.-
SO
t
�7
ll,
SO %bovo
<1
rj)
4
ry
@
Q
d
1110
�4
rj)
0
U
ag
b7
REVISION
REV
DATE
COMMENT
BY
1
10/9/18
ADDRESS COUNTY
COMMENTS
JQR
2
11/30/18
COUNTY ADDRESS
COMMENTS
JQR
2/22119
ADDRESS COUNTY
COMMENTS
JQR
4
4/24119
ADDRESS COUNTY
COMMENTS
JQR
5
5/1 b/1 9
ADDRESS ACSA
COMMENTS
JQR
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
APPROVED FOR
CONSTRUCTION
PROJECT No.: V162083
DRAWN BY: DSH
CHECKED BY: JOR
DATE: 6/22/2018
SCALE: AS NOTED
%,.CAD I. D.: SD5
PROJECT:
P Ru" P
SITE PLAN
Ju 1"CICUMENTS
FOR
41, a
A
7
AW,"a
LOCAIJON OF SITE
SEMINOLE TRAIL AND PROFFIT ROAD
ALBEMARLE COUNTY, VIRGINIA
BOHLER
E N G I N E E R I N 0
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON,
VIRGINIA 20186
Phone: (540) 349-4500
Fax: (540) 349-0321
VAna RnhiprFnri rnm
HAMVI62083\DRAWINGS\PLAN SETS\SITE PLAN DOCUMENTS\V162083SD1.DWG PRINTED BY: DHALSEY 5.15.19 @ 12,59 PM LAST SAVED BY: DHALSEY
SHEET NUMBER:
C -:05