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SAMUEL MILLER MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VIRGINIA Q
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SITE DATA SHEET INDEX ° a
OWNER/DEVELOPER : NORTH GARDEN FIRE COMPANY, INC.
SHEET # SHEET TITLE O
4907 PLANK ROAD Q 1----------------------------------------- COVER SHEET
CHARLOTTESVILLE, VA 22959
\�\ 2 ---------------------------- -- GENERAL NOTES
PLAN PREPARER: ROUDABUSH, GALE, &ASSOCIATES � P
999 SECOND STREET 3 - EXISTING CONDITIONS AND DEMO PLAN
CHARLOTTESVILLE, VA. 22902 O 4=-----------------`------ ---_----_- ---- LAYOUT PLAN
(434)-260-7722
TAX MAP PARCEL No: 09900-00-00-005AO \ 5 ---- GRADING PLAN
09900-00-00-005DOO\� 6----------------------------------------- UTILITY PLAN
TOTAL PARCEL AREA: 0.4600 AC (99-5A) 7----------------------------------------- LIGHTING PLAN
0.4450 A 99-5D)
8----------------------------------------- DETAILS
0.905 AC (TOTAL AREA) A
TOTAL #SHEETS = 8
ZONING: VILLAGE RESIDENTIAL, ENTRANCE CORRIDOR OVERLAY, FLOOD HAZARD OVERLAY
CURRENT USE: FIRE/RESCUE STATION co
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PROPOSED USE: FIRE/RESCUE STATION O
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MAXIMUM BUILDING HEIGHT: 30 FT Fr 0
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SETBACKS: FRONT = 25', SIDE = 15', REAR = 20' o
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MAGISTERIAL DISTRICT: SAMUEL MILLER z
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CRITICAL SLOPES: CRITICAL SLOPES PRESENT PER COUNTY GIS w
WATERSHED: NORTH FORK HARDWARE RIVER WATERSHED
ALLOWABLE DENSITY: N/A
SOURCE OF TOPOGRAPHY 1' CONTOURS FROM RGA FIELD SURVEY DATED FEBRUARY 23, 2021 w
SUBJECT } `�
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BENCHMARK: AS SHOWN ON EXISTING CONDITIONS; NORTHWEST CORNER OF POST OFFICE, BM = 694.69'
DATUM: HORIZ: NAD 83; VERT: NAVD 88 PROPERTY
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FLOODPLAIN: THE PROJECT SITE SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD a
HAZARD ZONE "AE" FOR A 100-YEAR FLOOD AS SHOWN ON FEMA MAP 51003CO279D, EFFECTIVE 2/4/2005,
THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN
PREFORMED AS A PORTION OF THIS PROJECT. LL0
FLOODPLAIN INFORMATION - REFER TO SDP199900010 AND SDP199900074 FOR LETTER OF MAP REVISION AND
DOCUMENTATION SHOWING THE BUILDING IS NOT WITHIN THE FLOODPLAIN
STREAM BUFFER: THE WATER PROTECTION ORDINANCE BUFFER AND THE 100-YR FLOODPLAIN LINE ARE THE SAME LINEWORK n
ON SHEET3, EXISTING CONDITIONS. ALBEMARLE z
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CEMETERIES: NO EVIDENCE OF A BURIAL SITE WAS DISCOVERED ON THE SUBJECT PARCEL. Z
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ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE 7J Uc. No. q
BUILDING DEPARTMENT. / = A�o� 2%2%22
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THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. VICINITY MAP
SCALE: 1"=1000'
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STORMWATER MANAGEMENT COMPLIANCE NARRATIVE
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THIS PROJECT IS ESTIMATED TO DISTURB 5,000 SQUARE FEET, WHICH IS BELOW THE THRESHOLD FOR CONSIDERATION FOR THE FOLLOWING:
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A. EROSION AND SEDIMENT CONTROL ORDINANCES
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B. VSMP REGULATIONS
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- VIRGINIA STORMWATER QUALITY REGULATIONS
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- VIRGINIA STORMWATER QUANTITY REGULATIONS
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APPROVALS
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DEPARTMENT
SIGNATURE
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PLAN NOTES
1. THE OWNER MAY ACT AS THE PROJECT MANAGER OR DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR
SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED.
2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO
RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS INSPECTIONS
BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES.
4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE
A DRAINAGE CHANNEL.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY
THE CONTRACTOR.
6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE
SPECIFICATIONS (LATEST EDITION).
8. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING
DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
9. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
10.WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC
SEWER THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH
SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE
PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE.
EARTHWORK, DRAINAGE, & SITE CONDITIONS
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL.
3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS
OTHERWISE STATED WITHIN THE PLANS..
5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE
EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL
GRADING COMPLETION FOR ADVICE AND CONSENT.
UTILITIES
1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT
CONTRACTOR'S EXPENSE.
2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE
NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR
THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES
LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD
OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE
RESPECTIVE UTILITYS RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR
UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL
AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING
FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL
METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER.
CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS
ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES
REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE
UTILITY'S STANDARDS.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL
BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY.
5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE"
SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS.
DRAINAGE SYSTEMS
1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED
SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE
DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL
PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY
REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL
BE DISPOSED OF LAWFULLY.
6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE.
7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED,
EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO
ENGINEER AND THE PROJECT MANAGER.
CONCRETE & ASPHALT
1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE
CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION.
2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL
MEANS.
3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING.
4. 1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF
DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE
NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM.
5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT.
6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT
TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF
TRAFFIC.
7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR.
8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO THE
ELEVATION OF THE TOP OF THE ASPHALT LAYER.
TRAFFIC & SIGNAGE
1. ALL "NO PARKING" REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT MANAGER.
2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS
AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREETS OWNER OR AUTHORITY.
3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR
EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES.
4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL
EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK.
5. CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE
SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES
ARE CONSTRUCTED.
6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED FOR
CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN
PLACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE.
1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND
ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL
APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL
ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES.
FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS,
INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD
CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
1.1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY
DIRECTION.
1.2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET.
1.3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4"
PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION.
1.4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL
(ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO
GREATER THAN 1:20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY
2.08%) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), RAMP SPECIFICATIONS (ABOVE) MUST BE
ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA
HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER
FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE.
1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - 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 (1/4" PER FOOT OR NOMINALLY 2.08%) 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 ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.)
1.6. IF PROJECT 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 THAT WORK. IMPROVEMENTS PLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM
LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.
1.7. CONTRACTOR SHALL 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.
2. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND
PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS.
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN AN EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT
SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS
OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND
SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER
ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,
IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29
CFR PART 1926).
CONTRACTOR'S RECORD DRAWING REQUIREMENTS
CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL
CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM
OF "REDLINES". "REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO
DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION.
PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT CONTRACTOR SHALL PROVIDE THE OWNER WITH AN
UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL
CONSTRUCTION DRAWINGS, SHALL BEAR THE "REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR
SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW:
1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED.
2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME,
DATE, AND OTHER RELEVANT INFORMATION
3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN
CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY'NO CHANGES'
4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED'
5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE
ORDER NUMBERS OR RELATED DOCUMENTS
6. USE CLEAR LETTERING
7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR "X" THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW
VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE.
8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO
FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS,
SUBSTITUTIONS, ETC
9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL
USED (EXAMPLE: SEWER LATERALS)
10. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS
11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE
USED DURING THE CONSTRUCTION PROCESS
12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING
UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED.
13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE
PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC.
14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD
nRAwwr,
15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS
CERTIFICATION STATEMENT:
THIS HAND -MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY
SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT "REDLINED" ON THIS PLAN SET OR
SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN'.
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2. ADDITIONAL HOLDING TANKS TO BE EQUALIZED
3. THE NEAREST WATER SOURCE IS LOCATED AT A DRY HYDRANT AT ALBEMARLE CIDER WORKS, 2544 RURAL RIDGE LANE, NORTH GARDEN.
4. THE CALCULATED ISO FIRE FLOW FOR THE BUILDING IS 1,550 GPM (CALCULATION BY OTHERS).
5. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ALBEMARLE COUNTY BUILDING INSPECTIONS
DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER
LEAD-IN CONNECTION.
6. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR
SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING
SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN MAIN AND THE METER(S)/BUILDINGS(S).
7. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED ND APPROVED BY ALBEMARLE COUNTY ENGINEERING PRIOR TO CERTIFICATE OF
OCCUPANCY BEING ISSUED.
TRENCH DRAIN
SYSTEM p
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DURA-TRENCH AS MANUFACTURED BY ERIC'SONS
296 N INDUSTRIAL BLVD
DALLAS, GA 30132
770-505-6575
W W W.DURATRENCH.COM
INFO@ERIC-SONS.COM
121124DIF GRATE WITH 4
CORNER LOCKING SYSTEM
F--
7" MIN.
INVERT
a
2" X 2" X'g" GALVANIZED STEEL FRAME
WITH 3" X 0II" CONCRETE ANCHORS 12" O.C.
INSTALLATION BRACKETS FOR
HFI.D.
ALIGNING AND ANCHORING TRENCH
SLAB THICKNESS
0(AS SPECIFIED)
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i/4 INSTALLATION BARI-I
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NOTES:
1. STANDARD SLOPE IS 0.5% UNLESS OTHERWISE SPECIFIED
2. REINFORCE ACCORDING TO STRUCTURAL REQUIREMENTS
3. TRENCH DRAIN MUST BE J" BELOW FINISHED CONCRETE GRADE
TYPICAL DTPFIO-EXGS15TEA TRENCH SECTION
TRENCH DRAIN SECTION
APPROVED AS NOTED: Scale: NTS,
REVSE&RESL IAT:
DURA-TRENCH AS MANUFACTURED BY ERIC'SONS
296 N INDUSTRIAL BLVD
DALLAS, GA 30132
770-505-6575
W W W.DURATRENCH.COM
INFO@ERIC-SONS.COM
NOTES
1. GRATE MATERIAL IS CAST DUCTILE IRON, GRADE 60-45-12
2. MEETS FAA AC: 150/5320-513 & 6E LOADING REQUIREMENTS
3. GRATES ARE MADE IN THE USA
4. GRATES BOLT DOWN AT ALL 4 CORNERS W/ }' 0 S.S BOLTS
5. GRATES ARE HOT DIP GALVANIZED
6. GRATE OPEN AREA 84.67 IN.2/LF
1'-118"
-�
1'
la
THE TRENCH DRAW LAYOUT HAS BEEN DEVELOPED FROM
DRAWHOS OR SKETCHES PROV ED TO EMC'SONS. PLEASI
REVIEW AND VERIFY OUR INTERPRETATION.
AYYXVVE
REVISE&
12B24DGF
DUCTILE IRON GRATE
GRATE DETAIL
Scale: NTS
12B24DGF
ISOMETRIC VIEW
I I 1-1 11-1 I NO BEDDING
III -III -III
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t2T010
J.D.P. M.D.W. TD-301
NTS Ml 6/29/2021
END VIEW
..owicii GRATE DETAIL
•2TO10
J.D.P. L.R.C. IIIIlffi TD-SO1
NTS III 3/27/2020
rs
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3" PHONE CONDUIT & 3" ISP
CONDUIT
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OUNTAIN,
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HANDICAP SIGN DETAIL
NO SCALE
COLORS
2
FINISH AS
FINISH GRAD[
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ACCESSIBILITY
HANDICAPPED PARKING SIGN -DETAIL 1
NOTES:
1. THIS DRAWING IS THE PROPERTY OF CADDETAILS.COM, LTD. AND HAS BEEN MADE AVAILABLE TO DESIGN
PROFESSIONALS FOR INFORMATION PURPOSES ONLY.
2. DUPLICATION AND DISTRIBUTION OF THIS DRAWING IS STRICTLY PROHIBITED.
3. DO NOT SCALE DRAWINGS.
4. DO NOT USE FOR CONSTRUCTION.
5. FOR UPDATES AND ADDITIONAL INFORMATION VISIT www.CADdetails.com.
PROTECTED BY COPYRIGHT - 04/29/04 www.caddetails.corri
ROUTE 692
ADA COMPLIANCE EXHIBIT
20 0 20 40 60
SCALE: 1 "=20'
HANDICAP PARKING SPACE DETAIL
NO SCALE
WUUUI rUAID DAIID
SYMBOL
SPECS.
5'0"
tj 3'0"
ACCESSIBILITY
HANDICAPPED PARKING SPACE
NOTES:
1. THIS DRAWING IS THE PROPERTY OF CADDETAILS.COM, LTD. AND HAS BEEN MADE AVAILABLE TO DESIGN
PROFESSIONALS FOR INFORMATION PURPOSES ONLY.
2. DUPLICATION AND DISTRIBUTION OF THIS DRAWING IS STRICTLY PROHIBITED.
3. DO NOT SCALE DRAWINGS.
4. DO NOT USE FOR CONSTRUCTION.
5. FOR UPDATES AND ADDITIONAL INFORMATION VISIT www.CADdetails.com.
BY COPYRIGHT - 04/29/04 WWW.Ca
TMP
N/F C
LIABILIT,
DB 276
NOTE; THE CDNTRACTGR IS TO USE CONCRETE WHEEL STOPS OR EQUIVALENT.
GROUT HOLE FULL
HOLE FOR 1/2" STD. PIPE OR 3/4" DIAM REINF ROD
CONCRETE WHEEL STOP
2. PLAN VIEW
8 �\
END VIEW
6.5"
ELEVATION VIEW
6" HT.
ANCHOR SITES 6.5" FROM ENDS,
1/2" STD PIPE OR 3/4" REINF
ROD SHALL BE PLACED PRIOR
TO SURFACING OR IN A HOLE
DRILLED IN THE FINISHED
SURFACE WITH A TIGHT FIT OR
DRIVEN INTO THE SURFACING AT
LEAST 1.0'
WHEELSTOP DETAIL
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DATE:
11 01 21
SCALE:
AS SHOWN
JOB:
21.2336
SDP:
SHEET:
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