HomeMy WebLinkAboutWPO201900048 Plan - Other (not approved) 2019-08-20PROTECT YOURSELF
ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE
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FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT:
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PRELIMIN
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AL SITE PLAN
DARDEN, INC.
PROPOSED LONGHORN STEAKHOUSE RESTAURANT
PARCEL ID# 06100-00-00-13200
SEMINOLE TRAIL (SR 29) & EAST RIO ROAD
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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PREPARED BY
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DYNAMIC ENGINEERING CONSULTANTS, P.C.
1904 MAIN STREET
LAKE COMO, NJ 07719
W W W.DYNAMICECCOM
DRAWING INDEX
COVER SHEET
C1.1
SURVEY (BY OTHERS)
C1.2
GENERAL NOTES
C2.1
DEMOLITION PLAN/TREE CONSERVATION PLAN
C2.2
SITE PLAN
C2.3
GRADING PLAN
C2.4
DRAINAGE & UTILITY PLAN A
C2.5
DRAINAGE & UTILITY PLAN B
C2.6
UTILITY PROFILES (STORM)
C3.1
UTILITY PROFILES (SANITARY)
C3.2
UTILITY PROFILES (SANITARY)
C3.3
LIGHTING PLAN
C4.1
LIGHTING PLAN DETAILS
C4.2
LIGHTING PLAN DETAILS
C4.3
LIGHTING PLAN DETAILS
C4.4
SOIL EROSION & SEDIMENT CONTROL PLAN
C5.1
SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS
C5.2
CONSTRUCTION DETAILS
C6.1
CONSTRUCTION DETAILS
C6.2
CONSTRUCTION DETAILS
C6.3
CONSTRUCTION DETAILS
C6.4
CONSTRUCTION DETAILS
C6.5
SOIL BORING LOGS
C7.1
VEHICLE CIRCULATION PLAN (WB-67)
C8.1
VEHICLE CIRCULATION PLAN (REFUSE)
C8.2
LANDSCAPE PLAN
L1.1
LANDSCAPE PLAN NOTES & DETAILS
L1.2
FRCH
DESIGN WORLDWIDE
311 Elm Street Suite 600
Cincinnati OH 45202
513 2413000
www.frch.com
ARCHITECTS PROJECT #:
35651.000
DYNAMIC
ENGINEERING
LAND DE OPMENi CONSULTING • PERMITTING
EOiECHNICAL • ENVIRONMENTAL
AFFIC • SURVEY • PLANNING 8 ZONING
1 4 Main Street, Lake Como, NJ 07719
T: 732.974.0198 1 F: 732.974.3521
Additional offices conveniently located at:
Chester. New Jersey • T. 908,879 9229
toms'I'—New J-ey • T: 732.974.0198
Newtown, Pennsylvania • T: 26] 685.0276
Allen. Texas • T: 972.534.2100
Houston. Texas • T: 281.789.6400
Austin. Texas • is 512646.2646
D Beach, Flo do • T: 561,921,8570
www.dynomkec.com
JOSEPH .SP ONE
PROFE IONAL NGINEER
VIRGINfALICENSE No. 51627
Job #: 2627-99-002
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SDP2018-66 LONGHORN STEAKHOUSE
Issue Date: 08.27.18
REVISION INFORMATION
REV. PER OWNER UPDATES
REV 1 10/04/18 KAK
REV. PER OWNER UPDATES
REV 2 11/26/18 KAK
REV. PER PROTOTYPE UPDATES
REV 3 02/08/19 KAK
REV. PER OWNER CHANGES/COUNTY COMMENTS
REV 4 04/24/19 KAK
REV, PER OWNER CHANGES/COUNTY COMMENTS
REV 5 07/11/19 KAK
REV. PER WPO & FINAL SITE PLAN
REV 6 08/06/19 CAM
Restaurant #: 5600
LONGHORN
LH9
Prototype current thru 06-15-2018
1600 Rio Road East
Charlottesville VA 22901
AUTHORIZED FOR:
PERMIT/BID
CHARLOTTESVILLE VA
Drawing
COVER
SHEET
GENERAL NOTES
1. THIS PLAN HAS BEEN PREPARED BASED ON REFERENCES INCLUDING:
ALTA(NSPS LAND TITLE SURVEY
FIRSTI ORDER, LLC
4383 HECKTOWN ROAD, SUITE B
BETHLEHEM, PA 18020
PROJECT NO. 6262
2. APPLICANT: DARDEN, INC.
1000 DARDEN CENTER DRIVE
ORLANDO, FL 32837
3. PARCEL DATA: SEMINOLE TRAIL (SR 29) & EAST RIO ROAD
PARCEL ID# 06100-00-00-13200
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
4. ZONE: PLANNED DEVELOPMENT SHOPPING CENTER (PD-SC ZONE)
5. EXISTING USE: PARKING AREA (PERMITTED USE) (§ 18-22.2.1A.2.)
6. PROPOSED USE: EATING ESTABLISHMENT (PERMITTED USE) (§ 18-22.2.1 B.14)
(SPECIAL EXCEPTION FOR A VARIATION TO APPLICATION PLAN SDP197900007)
7. SCHEDULE OF ALBEMARLE COUNTY ZONING REQUIREMENTS (§ 18-4.20)
ZONE REQUIREMENT
ZONE PD-SC
EXISTING
PROPOSED
MINIMUM LOT AREA [1]
1 AC.
12.56 AC. (546,937 SF)
12.56 AC. (546,937 SF)
MINIMUM FRONT YARD SETBACK (BUILDING) [2]
10 FT
529.3 FT
41.7 FT
MINIMUM FRONT YARD SETBACK (PARKING) [2]
10 FT
4.7 FT (E)
10.5 FT
MINIMUM SIDE YARD SETBACK [3]
5 FT
N/A
39.0 FT
MAXIMUM BUILDING HEIGHT
40 FT
N/A
< 40 FT
MAXIMUM GROSS FLOOR AREA
40,000 SF
-
5,465 SF
LEASE AREA CALCULATION
N/A
N/A
2.06 AC. (89,948 SF)
IMPERVIOUS COVERAGE CALCULATION
N/A
88.0% (79,127 SF)
74.7% (67,188 SF)
AC1 LOTS IN VILLAGE NEIGHBORHOOD CENTERS SHALL HAVE A MINIMUM AREA OF 1 ACRE AND MAXIMUM OF 5 ACRES IN COMMUNITY CENTERS A MINIMUM AREA OF 5
RES AND A MAXIMUM OF 30 ACRES AND IN REGIONAL CENTERS A MINIMUM AREA OF 30 ACRES. (§ 18-25.3)
OUTSIN IDE COMMERCIAL
F THE RIGHT-OFAND -WAY IS REQUIRED , 1 INI4.EOM) SETBACK OF 10 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS
[3] IF THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT
EDITION OF THE BUILDING CODE. (§ 18-4.20)
[4] NO OFF-STREET PARKING OR LOADING SPACE SHALL BE LOCATED CLOSER THAN 20 FEET TO THE DISTRICT BOUNDARY (§ 18-4.20)
[H]ETHE
MAX MUMMAXIMUM
SETBAECKACK SHALL{ NLOTB PPLOY TO ANYFROM
LOT ABUTTING AF-WAY OF THE PRINCIPAL ARTERIAL HIGHWAY
I EXTERIOR (OF 8 H4 SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY.
8. PARKING REQUIREMENTS
A. THE MAXIMUM GRADE FOR PARKING SPACES, LOADING SPACES, AND ACCESS AISLES ABUTTING PARKING OR LOADING SPACES SHALL NOT EXCEED FIVE (5) PERCENT IN
ANY DIRECTION. A 18-4.12.15C.))
B. THE MINIMUM INTERSECTION SIN DISTANCE FOR INTERNAL INTERSECTIONS OF ACCESS AISLES
AND PEDESTRIAN WAYS, AND ACCESS AISLES AROUND BUILDINGS SHALL NOT BE LESS THAN ONE HUNDRED (100) FEET. (§ 18.4.12.17D)
C. CURBS SHALL BE ESTABLISHED AT THE EDGES OF PARKING AREAS OR ACCESS AISLES IN ALL COMMERCIAL OR INSTITUTIONAL DEVELOPMENTS REQUIRING EIGHT (8) OR
MORE PARKING SPACES. (§ 18.4.12.15G.)
D. THE MINIMUM SEPARATION OF PARKING AREA FROM PUBLIC STREET PARKING AREAS SHALL BE DETERMINED BY THE COUNTY ENGINEER AND WILL BE BASED ON THE
INTENSITY OF TRAFFIC ON THE SITE. IN ANY CASE, THE MINIMUM SEPARATION SHOULD NOT BE LESS THAN ONE (1) CAR LENGTH FOR THE MOST MINIMAL USE. (§
18-4.12.15H.)
E. FOR PERPENDICULAR PARKING THE MINIMUM SPACE AND AISLE WIDTH SHALL BE TEN (10) FEET BY EIGHTEEN (18) FEET WITH A TWENTY (20) FEET AISLE WIDTH OR
NINE 9 FEET BY EIGHTEEN 18 FEET PARKING STALL WITH A TWENTY-FOUR 24 FEET WIDE AISLE. 18-4.12.16C.1.
F. TURNING RADII SHALL BE LIMITED BY THE REQUIREMENT TO MAINTAIN ONE HUNDRED �100) FOOT SIGHT DISTANCE. TURNING MOVEMENTS FOR DELIVERY VEHICLES OR
OTHER EXPECTED TRUCK TRAFFIC SHALL BE EVALUATED BY THE COUNTY ENGINEER U ING AASHTO SINGLE UNIT TRUCK STANDARDS OR OTHER AASHTO STANDARD
VEHICLE AS APPROPRIATE. (§ 18-4.12.17D.)
G. BUMPER BLOCKS SHALL BE PROVIDED IN PARKING SPACES IN THE FOLLOWING CIRCUMSTANCES:
i.NG AREA HAS NO iiTHE PARKITHE PARKING HASCCURBURB OORCCURBURB AANDND GGUTTER (AND$ HERE IS A) SIDEWALK LOCATED CLOSER THAN TWO (2) FEET FROM THE EDGE OF THE PARKING
AREA EXCEPT THAT BUMPER BLOCKS SHALL NOT BE REQUIRED WHERE A SIDEWALK HAS A MINIMUM WIDTH OF SIX 6 FEET. 18-4.12.16E.) H. VEHICLE ACCESS AISLES THAT ARE NOT ADJACENT TO PARKING SPACES, SHALL NOT EXCEED A GRADE OF TEN (10) PERCENT. (§ 18§4.12.17A)
I. ENTRANCES TO PARKING AREAS FROM PUBLIC STREETS OR PRIVATE ROADS SHALL PROVIDE AN ADEQUATE LANDING AND/OR GRADE TRANSITION FOR VEHICLE ACCESS
AISLES. AS A GUIDELINE THE APPROACH GRADE SHOULD NOT EXCEED FOUR 4 PERCENT FOR A DISTANCE OF NOT LESS THAN FORTY 40 FEET MEASURED FROM THE
() ( )
EDGE OF THE STREET OR ROAD BEING INTERSECTED. (§ 18-4.12.17B)
K. WHEN ITHEUCALCULATIONYOFIDTHE FOR
NUMBER OF REQUIREDHPARKING SPACES(RE)SFEET. ITS§SOMETHING OTHER THAN A WHOLE NUMBER THE MINIMUM REQUIRED
NUMBER OF PARKING SPACES SHALL BE ROUNDED OFF TO THE CLOSEST WHOLE NUMBER. 18-4.12.4C) L. RESTAURANT SHALL PROVIDE A MINIMUM OF THIRTEEN (13) SPACES PER ONE THOUSAND (1,000) SQUARE FEET OF GROSS FLOOR AREA (§ 18-4.12.6)
M. PARKING CALCULATION:
(5,465 SF)*(13 PARKING
TOTAL AROPOSOOPROPOSED LEASE AREA) = 123SSPACES (COMPUES)
N.THE MINIMUM PARKING FOR SHOPPING CENTERS SHALL BE BASED UPON THE GROSS LEASABLE AREA AS FOLLOWS:
GROSS LEASABLE AREA (SF) MINIMUM NUMBER OF SPACES PER 1,000 SF
10,000 TO 24,999 5.50
25,000 TO 50,000 5.00
50,001 TO 200,000 4.75
200,001 TO 600,000 4.50
600001 TO 750 000 4.75
750:001 AND LARGER 5.00
0. PARKING CALCULATION (570,653 SF + 5,465 SF)*(4.5 SPACES/1,000 SF) = 2,593 SPACES
TOTAL PROPOSED (SHOPPING CENTER) = 2,913 SPACES PROVIDED (BASED ON EX. INFORMATION BY LANDLORD)
P. MAXIMUM NUMBER OF SPACES- THE NUMBER OF PARKING SPACES IN A PARKING AREA MAY NOT EXCEED THE NUMBER OF SPACES REQUIRED BY MORE THAN TWENTY
4QHPERCENT. (§ 18-4.12.4A)
REFORE:
71 SPACES X 1.2 = 85 SPACES
TOTAL PROPOSED = 123 SPACES (REQUIRED FOR OVERALL SHOPPING CENTER PARKING)
9. LOADING REQUIREMENTS
A. ONE (1) LOADING SPACE SHALL BE PROVIDED IN ADDITION TO AND EXCLUSIVE OF ANY PARKING REQUIREMENT FOR THE FIRST EIGHT THOUSAND (8,000) SQUARE FEET
OF RETAIL GROSS LEASABLE AREA, PLUS ONE (1) SPACE FOR EACH ADDITIONAL TWENTY -THOUSAND (20,000) SQUARE FEET OF RETAIL GROSS LEASABLE AREA; (§
18-4.12.13C)
B. LOADING SPACES SHALL BE A MINIMUM OF TWELVE 12 FEET IN WIDTH FOURTEEN AND ONE-HALF 14 1 2 FEET IN CLEARANCE HEIGHT AND A LENGTH SUFFICIENT
TO ACCOMMODATE THE LARGEST DELIVERY TRUCKS SERVING THE ESTABLISHMENT, BUT IN NO CASE WILL SUCH LENGTH BE LESS THAN TWENTY-FIVE (25) FEET. (§
18-4.12.18A.
C. LOADING SPACES SHALL BE DELINEATED IN A MANNER THAT IDENTIFIES AND PRESERVES THE REQUIRED DIMENSIONS WITH PAINT STRIPING, SIGNAGE, OR BY OTHER
MEANS APPROVED BY THE ZONING ADMINISTRATOR. (§ 18-4.12.18B)
D. EACH SITE PLAN THAT DEPICTS A COMMERCIAL OR INDUSTRIAL BUILDING OF FOUR THOUSAND (4,000) GROSS SQUARE FEET OR MORE SHALL PROVIDE A DUMPSTER PAD
THAT DOES NOT IMPEDE ANY REQUIRED PARKING OR LOADING SPACES, NOR ANY PEDESTRIAN OR VEHICULAR CIRCULATION AISLES. (§ 18-4.12.13E
E. THE PAD SHALL EXTEND BEYOND THE FRONT OF EACH DUMPSTER SO THAT THE FRONT WHEELS OF A TRUCK SERVICING THE DUMPSTER WILL RNON THE CONCRETE,
BUT IN NO CASE SHALL THE LENGTH OF A CONCRETE PAD BE LESS THAN EIGHT (8) FEET BEYOND THE FRONT OF THE DUMPSTER. § 18-4.12.19E)
F. THE SITE SHALL BE DESIGNED SO THAT STORMWATER DOES NOT RUN THROUGH, AND DRAINS AWAY FROM, AREAS WHERE DUMPSTERS(ARE LOCATED IN ORDER TO
MINIMIZE THE POTENTIAL FOR CONTAMINATING STORMWATER RUNOFF DUE TO CONTACT WITH SOLID WASTE. (§ 18-4.12.19B)
10. BUFFER AND SCREENING REQUIREMENTS:
A. COMMERCIAL AND INDUSTRIAL USES SHALL BE SCREENED FROM THE ADJACENT RURAL AREAS ZONING DISTRICT. (§ 18-32.7.9.7A1)
B.
PARKING AREAS
MAY HAVEGNEEGATIVVE VIS4UAL SPACES OR
SHALL BE
FROM ADJACENT
AREAS SAND REFUSE AREAS; SHALLS BE SCREENED FROM ADJACENT
RESIDENTIAL AND RURAL AREAS DISTRICTS AND PUBLIC STREETS. (§ 18-32.7.9.7A3)
D. NO CONSTRUCTION ACTIVITY INCLUDING GRADING OR CLEARING OF VEGETATION SHALL OCCUR CLOSER THAN TWENTY (20) FEET TO ANY RESIDENTIAL OR RURAL AREAS
DISTRICT. (§ 18-21.7C.)
ADA NOTES
ALL SLOPES INDICATED ARE ACTUAL. CONTRACTOR TO REFER TO LATEST ADA GUIDELINES FOR SLOPE LIMITS. AT THE TIME OF PLAN DESIGN, THE SLOPE LIMITS ARE AS FOLLOWS:
SIDEWALKS/ ACCESSIBLE ROUTES
- RUNNING SLOPE: 1:20 (5%) MAX. (4.5% MAX. FOR NEW CONSTRUCTION)
- CROSS SLOPE: 1:48 (2.08%) MAX., 1.0% MIN. (1.5% MAX. FOR NEW CONSTRUCTION)
- INTERSECTION SLOPE: 1:48 (2.08%) MAX. IN ALL DIRECTIONS (1.5% MAX. FOR NEW CONSTRUCTION)
- CHANGE IN LEVELS: Y4" MAX. HEIGHT OR Y" MAX. HEIGHT WITH BEVELED EDGE BEVELED EDGE SLOPE OF 1:2 (50%) MAX.
- GAPS: Y2" MAX. WIDTH ELONGATED OPENINGS SHALL BE PLACED SO LONG DIMENSION IS PERPENDICULAR TO PATH OF TRAVEL
CURB RAMP
- SLOPE 1:12 (8.3%) MAX. 7.4% MAX. FOR NEW CONSTRUCTION)
- SIDE FLARE SLOPE: 1:10 �10%) MAX. (WHERE PEDS CROSS RAMP)
- BOTTOM LANDING: 48" MIN. LENGTH; WIDTH TO MATCH CURB RAMP; 1:48 MAX. (2.08%) IN ALL DIRECTIONS (1.5% MAX. FOR NEW CONSTRUCTION)
- TOP LANDING: 36" MIN. LENGTH; WIDTH TO MATCH CURB RAMP; 1:48 MAX. (2.08%) CROSS SLOPE (1.5% MAX. FOR NEW CONSTRUCTION) AND 1:20 (5%)
RUNNING SLOPE (4.5% MAX FOR NEW CONSTRUCTION)
ACCESSIBILITY PARKING STALLS
- SPACE AND ACCESS AISLE SLOPE: 1:48 MAX. (2.08%) IN ALL DIRECTIONS (1.5% MAX. FOR NEW CONSTRUCTION)
CROSSWALKS
- RUNNING SLOPE: 1:20 (5%) MAX. (4.5% MAX. FOR NEW CONSTRUCTION)
- CROSS SLOPE: 1:48 (2.08%) MAX. (1.5% MAX. FOR NEW CONSTRUCTION)
- CHANGE IN LEVELS: Y4" MAX. HEIGHT OR Y2 MAX. HEIGHT WITH BEVELED EDGE. BEVELED EDGE SLOPE OF 1:2 (50%) MAX.
- GAPS: 1/2" MAX. WIDTH ELONGATED OPENINGS SHALL BE PLACED SO LONG DIMENSION IS PERPENDICULAR TO PPATHH OF TRAVEL
RAMPS
SLOPE: 1:12 (8.3%) MAX. (7.4% MAX. FOR NEW CONSTRUCTION)
- EXISTING RAMPS; SLOPE: 1:10 (10%) MAX. FOR RISE OF 6"; 1:8 (12.5%) MAX. FOR MAX. RISE OF 3"
- MAX. RISE: 30"
- MIN. CLEAR WIDTH: 36"
- MIN. LANDING CLEAR LENGTH: 60"
- MAX. CROSS SLOPE: 1:48 (2.08%) (1.5% MAX. FOR NEW CONSTRUCTION)
PROTECT YOURSELF
ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE
M1 ��
Know what's below
C811 before you dis
FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT:
WWW.CALL81 l .COM
11. ARB DEVELOPMENT LAYOUT:
A. AN ORGANIZED PATTERN OF ROADS, SERVICE LANES, BIKE PATHS, AND PEDESTRIAN WALKS SHOULD GUIDE THE LAYOUT OF THE SITE.
B. IN GENERAL, BUILDINGS FRONTING THE ENTRANCE CORRIDOR STREET SHOULD BE PARALLEL TO THE STREET. BUILDING GROUPINGS SHOULD BE ARRANGED TO
PARALLEL THE ENTRANCE CORRIDOR STREET.
C. OPEN SPACES SHOULD BE TIED INTO SURROUNDING AREAS TO PROVIDE CONTINUITY WITHIN THE ENTRANCE CORRIDOR.
D. IF SIGNIFICANT NATURAL FEATURES EXIST ON THE SITE (INCLUDING CREEK VALLEYS, STEEP SLOPES, SIGNIFICANT TREES OR ROCK OUTCROPPINGS), TO THE
EXTENT PRACTICAL, THEN SUCH NATURAL FEATURES SHOULD BE REFLECTED IN THE SITE LAYOUT. IF THE PROVISIONS OF SECTION 32.5.6.N OF THE ALBEMARLE
COUNTY ZONING ORDINANCE APPLY, THEN IMPROVEMENTS REQUIRED BY THAT SECTION SHOULD BE LOCATED SO AS TO MAXIMIZE THE USE OF EXISTING
FEATURES IN SCREENING SUCH IMPROVEMENTS FROM ENTRANCE CORRIDOR STREETS.
E. THE PLACEMENT OF STRUCTURES ON THE SITE SHOULD RESPECT EXISTING VIEWS AND VISTAS ON AND AROUND THE SITE.
12. ARB SITE GRADING:
A. SITE GRADING SHOULD MAINTAIN THE BASIC RELATIONSHIP OF THE SITE TO SURROUNDING CONDITIONS BY LIMITING THE USE OF RETAINING WALLS AND BY
SHAPING THE TERRAIN THROUGH THE USE OF SMOOTH, ROUNDED LAND FORMS THAT BLEND WITH THE EXISTING TERRAIN. STEEP CUT OR FILL SECTIONS ARE
GENERALLY UNACCEPTABLE. PROPOSED CONTOURS ON THE GRADING PLAN SHALL BE ROUNDED WITH A TEN FOOT MINIMUM RADIUS WHERE THEY MEET THE
ADJACENT CONDITION. FINAL GRADING SHOULD ACHIEVE A NATURAL, RATHER THAN ENGINEERED, APPEARANCE. RETAINING WALLS 6 FEET IN HEIGHT AND TALLER,
WHEN NECESSARY, SHALL BE TERRACED AND PLANTED TO BLEND WITH THE LANDSCAPE.
B. NO GRADING, TRENCHING, OR TUNNELING SHOULD OCCUR WITHIN THE DRIP LINE OF ANY TREES OR OTHER EXISTING FEATURES DESIGNATED FOR PRESERVATION
IN THE FINAL CERTIFICATE OF APPROPRIATENESS. ADEQUATE TREE PROTECTION FENCING SHOULD BE SHOWN ON, AND COORDINATED THROUGHOUT, THE GRADING,
LANDSCAPING AND EROSION AND SEDIMENT CONTROL PLANS.
C. AREAS DESIGNATED FOR PRESERVATION IN THE FINAL CERTIFICATE OF APPROPRIATENESS SHOULD BE CLEARLY DELINEATED AND PROTECTED ON THE SITE PRIOR
TO ANY GRADING ACTIVITY ON THE SITE. THIS PROTECTION SHOULD REMAIN IN PLACE UNTIL COMPLETION OF THE DEVELOPMENT OF THE SITE.
D. PRESERVATION AREAS SHOULD BE PROTECTED FROM STORAGE OR MOVEMENT OF HEAVY EQUIPMENT WITHIN THIS AREA.
E. NATURAL DRAINAGE PATTERNS (OR TO THE EXTENT REQUIRED, NEW DRAINAGE PATTERNS) SHOULD BE INCORPORATED INTO THE FINISHED SITE TO THE EXTENT
POSSIBLE.
13. THE APPLICANT REQUESTS ANY AND ALL SUBMISSION WAIVERS THAT ARE NOT SPECIFICALLY IDENTIFIED HEREIN. TESTIMONY WILL BE SUPPLIED AT THE PUBLIC
HEARING TO SUPPORT SAID SUBMISSION WAIVERS.
14. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED.
NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL
OF THE PERMITTING AUTHORITIES.
15. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING
AUTHORITY.
16. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE
PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER CONSTRUCTION MANAGER OF ANY
DISCREPANCY BETWEEN SOILS REPORT & PLANS.
17. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDERGROUND TANKS, PIPES, VALVES, ETC.
18. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS.
19. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR
FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
20. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.
21. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION.
22. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION AND SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, AS
WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE.
23. ALL CONTRA(CTOR))S MUST CARRY STATUTORY WORKERS COMPENSATION, EMPLOYERS LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY
INSURANCE
INSUREDLANDOTORPROVIDE CONTRACTUAL LIIABILITLY COVERAGENSUFFICIENT OTOAINSUREATHIE HOLD HARMLESS ANDTINDEMNITY 6BLIGATIONSOASSUMAEDSBYS
THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH DYNAMIC ENGINEERING CONSULTANTS, P.C. WITH CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED
INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION ALL CONTRACTORS
WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS DYNAMIC ENGINEERING CONSULTANTS, P.C. AND ITS SUB60NSULTANTS FROM
AND AGAINST
HE ANY
YTDAMCLUDINGAALUTIES OR COSTS INCLUDING
G REASONABLETATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED
WIT24. NEITHER THE PROFESSIONAL ACTIVITIES OF DYNAMIC ENGINEERING CONSULTANTS, P.C., NOR THE PRESENCE OF DYNAMIC ENGINEERING CONSULTANTS, P.C. OR ITS
RESPONSIBILITIES INCLUDING, BUT NOT LIMITED AT A TO, CONND
STRUOCTIONJECT SMEANSITE H METHODALL S, SEQUENCE, VE THE ETECHNIQUESAL COR PROCEDURES TOR OF ITS GNEICOESWYNS TIFORES APEERFORMING
SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY
REGULATORY AGENCIES. DYNAMIC ENGINEERING CONSULTANTS P.C. 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 SHALL BE
SOLELY RESPONSIBLE FOR JOBSITE SAFETY. DYNAMIC ENGINEERING CONSULTANTS, P.C. SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE
ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE.
25. DYNAMIC ENGINEERING CONSULTANTS, P.C. SHALL REVIEW AND APPROVE 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 CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER
Y
26. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE
PROJECT DYNAMIC ENGINEERING CONSULTANTS P.C. AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS
AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NONBINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE.
27. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE
AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR
SUBCONTRACTORS, SUBCONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION
BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS.
28. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN
29.
30.
31.
32.
PROJECT
AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK
DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND IT SHALL
INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CONNECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES,
COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM.
ALL TRAFFIC SIGNS AND STRIPING SHALL FOLLOW THE REQUIREMENTS SPECIFIED IN THE MANUAL ON 'UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
HIGHWAYS" PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION.
THE BUILDING SETBACK DIMENSIONS ILLUSTRATED AND LISTED ON THE SITE PLAN DRAWINGS ARE MEASURED FROM THE OUTSIDE SURFACE OF BUILDING WALLS.
THESE SETBACK DIMENSIONS DO NOT ACCOUNT FOR ROOF OVERHANGS, ORNAMENTAL ELEMENTS, SIGNAGE OR OTHER EXTERIOR EXTENSIONS UNLESS SPECIFICALLY
NOTED.
CONTRACTOR TO BE ADVISED THAT THE ENGINEER WAS NOT PROVIDED WITH FINAL FLOOR PLAN DRAWINGS FOR THE BUILDING AT THE TIME OF SITE PLAN DESIGN.
AS A RESULT, ENTRANCE DOOR LOCATIONS AS DEPICTED HEREON MAY NOT BE FINAL AND MUST BE CONFIRMED WITH THE ARCHITECTURAL PLANS PRIOR TO
CONSTRUCTION. THE HANDICAP ACCESSIBLE PARKING SPACES AND THE ASSOCIATED RAMPS AND ACCESSIBLE ROUTE MUST COMPLY WITH ADA REQUIREMENTS AND
THE HANDICAP PARKING SPACES MUST BE LOCATED AS THE NEAREST SPACES TO THE ENTRANCE. CONTRACTOR TO NOTIFY OWNER AND ENGINEER IMMEDIATELY OF
ANY DISCREPANCY PRIOR TO CONSTRUCTION.
ALBEMARLE COUNTY NOTES
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY 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 MEASURE 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.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE 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).
GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS
1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY
A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS.
2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES.
3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE
PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR.
ACSA GENERAL WATER AND SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING
THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY
APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY
THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE
OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4 2014
(SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
EXISTING UTILITY NOTES
EXISTING WATER SERVICE NOTE: CONTRACTOR TO LOCATE AND UTILIZE EXISTING WATER SERVICE CONNECTION IF FEASIBLE. OTHERWISE REMOVE EXISTING WATER
SERVICE ^LIN A-E- Nl5_CA_FAT MAIN IN R.O.W. IN ACCORDANCE WITH THE LOCAL WATER COMPANY REQUIREMENTS. TERMINATION AT THE MAIN MUST BE APPROVED BY THE
LOCAL WATER COMPANY PRIOR TO COMPLETION. IF THE EXISTING WATER SERVICE CAN NOT BE UTILIZED, THE NEW SERVICE IS TO BE COORDINATED AND VERIFIED FOR
LOCATION WITH THE LOCAL WATER COMPANY. CONTRACTOR SHALL OBTAIN ALL REQUIRED STREET OPENING PERMITS FOR REMOVAL OF EXISTING SERVICE AND
INSTALLATION OF NEW SERVICE.
EXISTING GAS SERVICE NOTE: CONTRACTOR TO LOCATE AND UTILIZE EXISTING GAS SERVICE CONNECTION IF FEASIBLE. OTHERWISE REMOVE EXISTING GAS SERVICE LINE
AND CAPAT MAIN INR.O.W. IN ACCORDANCE WITH THE LOCAL GAS COMPANY REQUIREMENTS. TERMINATION AT THE MAIN MUST BE APPROVED BY THE LOCAL GAS
COMPANY PRIOR TO COMPLETION. ANY NEW SERVICE IS TO BE COORDINATED AND VERIFIED FOR LOCATION WITH THE LOCAL GAS COMPANY. THE CONTRACTOR SHALL
OBTAIN ALL REQUIRED STREET OPENING PERMITS FOR REMOVAL OF EXISTING SERVICE AND INSTALLATION OF NEW SERVICE.
SANITARY SEWER SERVICE NOTE: CONTRACTOR TO LOCATE AND UTILIZE EXISTING SEWER SERVICE CONNECTION IF OF ADEQUATE SIZE AND INTEGRITY AND ACCEPTABLE
TO LOCAL SEWER AUTHORITY. OTHERWISE CONTRACTOR TO REMOVE EXISTING SEWER SERVICE LINE AND CAP AT MAIN IN R.O.W. IN ACCORDANCE WITH THE LOCAL
SEWER AUTHORITY REQUIREMENTS. TERMINATION AT THE MAIN MUST BE APPROVED BY THE LOCAL SEWER AUTHORITY PRIOR TO COMPLETION. IF EXISTING SEWER
SERVICE CAN NOT BE UTILIZED THEN THE NEW SERVICE IS TO BE COORDINATED AND VERIFIED FOR LOCATION WITH THE LOCAL SEWER AUTHORITY. CONTRACTOR SHALL
OBTAIN ALL REQUIRED STREET OPENING PERMITS FOR REMOVAL OF EXISTING SERVICE AND INSTALLATION OF NEW SERVICE.
DEMOLITION NOTES
1. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO ALL FEDERAL, STATE AND LOCAL REGULATIONS.
2. PROCEED WITH DEMOLITION IN A SYSTEMATIC MANNER, FROM THE TOP OF THE STRUCTURE(S) TO THE GROUND.
3. COMPLETE DEMOLITION WORK ABOVE EACH FLOOR OR TIER BEFORE DISTURBING ANY OF THE SUPPORTING MEMBERS OF THE LOWER LEVELS.
4. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS.
5. REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER THEM TO THE GROUND BY MEANS OF HOISTS, DERRICKS OR OTHER SUITABLE METHODS.
6. BREAK UP CONCRETE SLABS -ON -GRADE, UNLESS OTHERWISE DIRECTED BY OWNER.
7. LOCATE DEMOLITION EQUIPMENT THROUGHOUT THE STRUCTURE AND REMOVE MATERIALS SO AS TO NOT IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR
FRAMING.
8. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING AND SUPPORTS TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED (AND
ADJACENT FACILITIES, IF APPLICABLE).
9. DEMOLISH AND REMOVE ALL FOUNDATION WALLS, FOOTINGS AND OTHER MATERIALS WITHIN THE AREA OF THE DESIGNATED FUTURE BUILDING. ALL OTHER FOUNDATION
SYSTEMS, INCLUDING BASEMENTS, SHALL BE DEMOLISHED TO A DEPTH OF NOT LESS THAN ONE FOOT BELOW PROPOSED PAVEMENT OR, BREAK BASEMENT FLOOR SLABS.
SEAL ALL OPEN UTILITY LINES WITH CONCRETE. CONTRACTOR TO REVIEW STRUCTURE PRIOR TO DEMOLITION TO DETERMINE IF BASEMENT, CRAWL SPACE OR ANY
SUB -STRUCTURE EXISTS. ANY SUB -STRUCTURE, INCLUDING BASEMENTS SHALL BE REMOVED IN ITS ENTIRETY OR AS DIRECTED BY OWNER.
10. ERECT AND MAINTAIN COVERED PASSAGEWAYS IN ORDER TO PROVIDE SAFE PASSAGE FOR PERSONS AROUND THE AREA OF DEMOLITION. CONDUCT ALL DEMOLITION
OPERATIONS IN A MANNER THAT WILL PREVENT DAMAGE AND PERSONAL INJURY TO STRUCTURES, ADJACENT BUILDINGS AND ALL PERSONS.
11. REFRAIN FROM USING ANY EXPLOSIVES WITHOUT PRIOR WRITTEN CONSENT OF OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES.
12. CONDUCT DEMOLITION SERVICES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES. DO NOT CLOSE
OR OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED FACILITIES WITHOUT PRIOR WRITTEN PERMISSION OF OWNER AND ANY APPLICABLE GOVERNMENTAL AUTHORITIES.
PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY APPLICABLE GOVERNMENTAL REGULATIONS.
13. USE WATERING TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS AS NECESSARY TO LIMIT THE AMOUNT OF DUST AND DIRT RISING AND SCATTERING IN THE AIR.
CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. RETURN ALL ADJACENT AREAS TO THE
CONDITIONS EXISTING PRIOR TO THE START OF WORK.
14. ACCOMPLISH AND PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE UNAUTHORIZED ENTRY OF PERSONS AT ANY TIME.
15. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE DEMOLITION OF STRUCTURES AND FOUNDATIONS WITH SOIL MATERIALS IN ACCORDANCE WITH
THE GEOTECHNICAL REPORT, CONSISTING OF STONE, GRAVEL AND SAND, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. STONES
USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION. MATERIAL FROM DEMOLITION MAY NOT BE USED AS FILL. PRIOR TO PLACEMENT OF FILL MATERIALS,
UNDERTAKE ALL NECESSARY ACTION IN ORDER TO ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, TRASH, DEBRIS. PLACE
FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY. GRADE THE
SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE.
16. REMOVE FROM THE DESIGNATED SITE, AT THE EARLIEST POSSIBLE TIME, ALL DEBRIS, RUBBISH, SALVAGEABLE ITEMS, HAZARDOUS AND COMBUSTIBLE SERVICES. REMOVED
MATERIALS MAY NOT BE STORED, SOLD OR BURNED ON THE SITE. REMOVAL OF HAZARDOUS AND COMBUSTIBLE MATERIALS SHALL BE ACCOMPLISHED IN ACCORDANCE
WITH THE PROCEDURES AS AUTHORIZED BY THE FIRE DEPARTMENT OR OTHER APPROPRIATE REGULATORY AGENCIES AND AUTHORITIES.
17. DISCONNECT, SHUT OFF AND SEAL IN CONCRETE ALL UTILITIES SERVING THE STRUCTURES) TO BE DEMOLISHED BEFORE THE COMMENCEMENT OF THE DESIGNATED
DEMOLITION. MARK FOR POSITION ALL UTILITY DRAINAGE AND SANITARY LINES AND PROTE T ALL ACTIVE LINES. CLEARLY IDENTIFY BEFORE THE COMMENCEMENT OF
DEMOLITION SERVICES THE REQUIRED INTERRUPTION OF ACTIVE SYSTEMS THAT MAY AFFECT OTHER PARTIES, AND NOTIFY ALL APPLICABLE UTILITY COMPANIES TO ENSURE
THE CONTINUATION OF SERVICE.
18. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN
THAT ALL PROCEDURES ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL SAFETY PRECAUTIONS NECESSARY.
NOTES
1. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR SHALL BE REQUIRED TO CALL THE BOARD OF PUBLIC UTILITIES ONE CALL DAMAGE PROTECTION SYSTEM
OR UTILITY MARK OUT IN ADVANCE OF ANY EXCAVATION.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE
ENGINEER IN WRITING.
3. ALL EXISTING UTILITIES TO BE ABANDONED SHALL BE DISCONNECTED AND CAPPED AT THE MAIN FOR WATER, AT THE CLEAN -OUT FOR SEWER AND THE
SHUT-OFF VALVE OR MAIN FOR GAS IN ACCORDANCE WITH MUNICIPAL AND LOCAL UTILITY REQUIREMENTS.
4. ALL EXISTING DEBRIS SHALL BE REMOVED BY CONTRACTOR IN ACCORDANCE WITH MUNICIPAL AND LOCAL UTILITY COMPANY REQUIREMENTS.
UTILITY NOTES
1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED
INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING
TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT POINT OF CONNECTION AND PROGRESS UP GRADIENT. INTERFACE POINTS
(CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY UTILITY "ONE -CALL" NUMBER 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL
ALSO NOTIFY LOCAL WATER & SEWER DEPARTMENTS TO MARK OUT THEIR UTILITIES.
3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE
NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME. SERVICE SIZES TO BE DETERMINED BY ARCHITECT.
4. WATER SERVICE MATERIALS SHALL BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTORS PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND
APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE.
5. ALL WATER MAIN SHALL BE CEMENT -LINED, CLASS 52 DUCTILE IRON PIPE, UNLESS OTHERWISE DESIGNATED.
6. THE MINIMUM DIAMETER FOR DOMESTIC WATER SERVICES SHALL BE 1 INCH.
7. SEWER MAINS SHALL BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. WHERE THIS IS NOT POSSIBLE, THE PIPES SHALL
BE IN SEPARATE TRENCHES WITH THE SEWER MAIN AT LEAST 18 INCHES BELOW THE WATER MAIN. ALL SEWER MAINS SHALL BE SDR-35 PVC PIPE UNLESS
OTHERWISE DESIGNATED.
8. ALL SEWER PIPE INSTALLED WITH LESS THAN 3 FEET OF COVER, GREATER THAN 20 FEET OF COVER OR WITHIN 18 INCHES OF A WATER MAIN SHALL BE
CONSTRUCTED OF DUCTILE IRON PIPE. ALL DUCTILE IRON SEWER PIPE SHALL BE CEMENT -LINED, CLASS 52 PIPE, FURNISHED WITH SEWER COAT, OR APPROVED
EQUAL.
9. WHERE SANITARY SEWER LATERALS ARE GREATER THAN 10' DEEP AT CONNECTION TO THE SEWER MAIN, CONCRETE DEEP LATERAL CONNECTIONS ARE TO BE UTILIZED.
10. LOCATION & LAYOUT OF GAS, ELECTRIC & TELECOMMUNICATION UTILITY LINES AND SERVICES SHOWN ON THESE PLANS ARE SCHEMATIC IN NATURE. ACTUAL LOCATION
& LAYOUT OF THESE UTILITIES & SERVICES ARE TO BE PER THE APPROPRIATE UTILITY PROVIDER.
11. ROOF LEADER COLLECTION PIPING ARE CONCEPTUAL IN NATURE AND ARE NOT FOR CONSTRUCTION. ACTUAL ROOF LEADER COLLECTION PIPING IS TO BE
COORDINATED W/ ARCHITECTURAL PLANS FOR EACH INDIVIDUAL BUILDING. ALL ROOF LEADER COLLECTION PIPING SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE
DESIGNATED.
12. ALL SEWER AND WATER FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATORY AUTHORITY'S RULES AND REGULATIONS.
13. ALL PROPOSED UTILITIES TO BE INSTALLED UNDERGROUND UNLESS OTHERWISE NOTED.
14. MANUFACTURED REINFORCED CONCRETE STORM PIPE TO CONFORM TO ASTM C 76 CLASS III UNLESS OTHERWISE DESIGNATED. MANUFACTURED REINFORCED
CONCRETE ELLIPTICAL STORM PIPE TO CONFORM TO ASTM C-507, CLASS HE -III, UNLESS OTHERWISE DESIGNATED. REINFORCED CONCRETE STORMWATER PIPE TO BE
INSTALLED IN ACCORDANCE WITH AMERICAN CONCRETE PIPE ASSOCIATION INSTALLATION GUIDELINES AND MORTAR OR PREFORMED FLEXIBLE JOINT SEALANTS IN
ACCORDANCE WITH ASTM C 990 TO BE UTILIZED TO PROVIDE A SILT -TIGHT JOINT. WHERE SPECIFICALLY INDICATED, REINFORCED CONCRETE STORM PIPE JOINTS
SHALL BE WATERTIGHT AND CONFORM TO ASTM C-443.
15. HDPE DRAINAGE PIPE SHALL HAVE A SMOOTH WALL INTERIOR WITH ANNULAR EXTERIOR CORRUGATIONS AND CONFORM TO ASTM F2306. SOLID PIPE SHALL HAVE
GASKETED WATER -TIGHT JOINTS MEETING THE REQUIREMENTS OF ASTM F2306 AND ASTM D3212. PERFORATED PIPE SHALL HAVE GASKETED SILT -TIGHT JOINTS
MEETING THE REQUIREMENTS OF ASTM F2306 AND ASTM F477. HDPE PIPE SHALL BE FROM A MANUFACTURER WHO IS AN EASTERN STATES CONSORTIUM (ESC)
QUALIFIED MANUFACTURER OF HDPE PIPE AND INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURE RECOMMENDATIONS.
16. HIP DRAINAGE PIPE SHALL HAVE A SMOOTH WALL INTERIOR WITH ANNULAR EXTERIOR CORRUGATIONS AND CONFORM TO ASTM F2736 (12"-30" PIPE) AND ASTM F2881
IR(36"-60" PIPE). PIPE SHALL HAVE GASKETED WATER -TIGHT JOINTS MEETING THE REQUIREMENTS OF ASTM D3212 AND ASTM F477. FIELD WATERTIGHTNESS
RFORMANCE VERIFICATION MAY BE ACCOMPLISHED IN ACCORDANCE WITH ASTM F2487. HP PIPE SHALL BE FROM A MANUFACTURER WHO IS AN EASTERN STATES
CONSORTIUM (ESC) QUALIFIED MANUFACTURER OF HP STORM PIPE AND INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER RECOMMENDATIONS.
17. PIPE LENGTHS ON THIS PLAN HAVE BEEN MEASURED AS THE DISTANCE BETWEEN THE CENTER POINT OF THE 2 CONNECTED STRUCTURES. ACTUAL PHYSICAL PIPE
LENGTH FOR INSTALLATION IS EXPECTED TO BE LESS AND SHOULD BE ACCOUNTED FOR BY THE CONTRACTOR ACCORDINGLY.
18. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
GRADING NOTES
2. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY
CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% MIN. SLOPE AGAINST ALL ISLAND GUTTERS CURBS AND 1.0% ON ALL CONCRETE SURFACES AND 1-1/2%
MIN. ON ASPHALT, TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY EFFECT THE PUBLIC SAFETY OR PROJECT COST, MUST BE IDENTIFIED TO THE
ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITH DESIGN DISCREPANCIES IS DONE SO AT THE CONTRACTOR'S OWN RISK.
3. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A
MIN. OF 0.75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION.
4. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED
UNSUITABLE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED TO 95% OPTIMUM DENSITY (AS DETERMINED BY MODIFIED
PROCTOR METHOD).
5. REFER TO SITE PLAN FOR ADDITIONAL NOTES.
6. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE IN ALL CASES. CONTRACTOR MUST NOTIFY ENGINEER OF RECORD OF ANY
CONFLICT IMMEDIATELY.
7. MAXIMUM CROSS SLOPE OF 2% ON ALL SIDEWALKS.
8. CONTRACTOR TO ENSURE A MAXIMUM OF 2% SLOPE IN ALL DIRECTIONS IN ADA PARKING SPACES AND ADA ACCESS AISLES. CONTRACTOR TO ENSURE A
MAXIMUM OF 5% RUNNING SLOPE AND 2% CROSS SLOPE ALONG ALL OTHER PORTIONS OF ACCESSIBLE ROUTE, WITH THE EXCEPTION OF RAMPS AND CURB
RAMPS. CONTRACTOR SHALL CLARIFY ANY QUESTIONS CONCERNING CONSTRUCTION IN ADA AREAS WITH THE ENGINEER PRIOR TO THE START OF
CONSTRUCTION.
9. THE OWNER SHALL RETAIN DYNAMIC EARTH, LLC .(908-879-7095) OR ALTERNATE QUALIFIED GEOTECHNICAL ENGINEER TO TEST SOIL PERMEABILITY AND
PROVIDE CONSTRUCTION PHASE INSPECTIONS OF THE BASIN BOTTOM SOILS AND ANY FILL MATERIALS WITHIN ANY PROPOSED INFILTRATION OR RETENTION
BASIN TO COMPARE RESULTS TO DESIGN CRITERIA.
10. CONTRACTOR IS TO REMOVE EXISTING UNSUITABLE OR OVERLY COMPACT SOIL OR ROCK AS NEEDED TO ACHIEVE REQUIRED PERMEABILITY AS DIRECTED BY
THE OWNERS GEOTECHNICAL ENGINEER, AND NEW FILL, IF NEEDED, SHALL HAVE AN IN PLACE PERMEABILITY GREATER THAN OR EQUAL TO THE DESIGN
CRITERIA.
11. CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE OWNER'S GEOTECHNICAL ENGINEER PRIOR TO ONSET OF CONSTRUCTION TO SUBMIT AND CONFIRM THE
CONTRACTOR'S PROPOSED MEANS AND MATERIALS AND TO SCHEDULE INSPECTIONS FOR BOTTOM OF BASIN, REMOVAL OF UNSUITABLE SOIL, FILL PLACEMENT,
AND FINAL BASIN PERMEABILITY TESTING.
12. THE CONTRACTOR IS RESPONSIBLE FOR AS -BUILT PLANS AND GRADE CONTROL UNLESS DEFINED OTHERWISE ELSEWHERE IN THE CONTRACT DOCUMENTS.
FRCH
DESIGN WORLDWIDE
311 Elm Street Suite 600
Cincinnati OH 45202
513 2413000
www.frch.com
ARCHITECTS PROJECT#:
35651.000
DYIVAMIC
ENGINEERING
LAND DE OPMENT CONSULTING • P MITTING
EOTECHNICAL ENVIRONMENT
AFFIC SURVEY PLANNI 8 ZONING
1 4 Main Street, Lake COMO' J 07i]9
T: 732.974.0198 1 F:732.974.35 1
Additional offices conveniently loc ted a .
Chester, New JerseyI. T:908.879.9229
toms River, New Jerte9 is 732.974.019
.
Newtown, PennsNvania . T: 267.6956
Allen, texas . T:
Houston, Texas T: 281.789.6400
.
Austin. Texas . T: 512.646.2646
B.Ch, Fonda . T: 561.921.8570
www.dynornicec.corn
JOSEPH .SP ONE
PROFE IONAL NGINEER
VIRGIN A LICENSE No. 51627
Job #: 2627-99-002
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SDP2018-66 LONGHORN STEAKHOUSE
Issue Date: 08.27.18
REVISION INFORMATION
REV. PER OWNER UPDATES
REV 1 10/04/18 KAK
REV. PER OWNER UPDATES
REV 2 11/26/18 KAK
REV. PER PROTOTYPE UPDATES
REV 3 02/08/19 KAK
REV. PER OWNER CHANGES/COUNTY COMMENTS
REV 4 04/24/19 KAK
REV. PER OWNER CHANGES/COUNTY COMMENTS
REV 5 07/11/19 KAK
REV. PER WPO & FINAL SITE PLAN
REV 6 08/06/19 CAM
Restaurant #: 5600
LONGHORN
LH9
Prototype current thru 06-15-2018
1600 Rio Road East
Charlottesville VA 22901
AUTHORIZED FOR:
PERMIT/ BID
CHARLOTTESVILLE VA
Drawing
GENERAL
NOTES
11 1 \ A
1 ► 1 STORM MH 2NO STORY BUILDING 1 1
'
1 \ ❑ . (ABOVE DRIVE—THRU) SetboA line per Scheme 4 Plon' prep d by
' I I,LET S� 1 GHA Ar itecture/Development, doted 06/ 018
IL
' I D
STI�RM MH I UMH O=AN� CONC. CURB W 1TER
I I
1 1 I • . CONC
UMH STEPS �o _
/,�7 conic. CUR8 & oo S 49'07'43" E 316.18' —
I
ODE _YARD ILDIN�BA � ° ° err ° a
a
—
°
EX. WALL TO BE MODIFIED 11 I a PROP. DROP
AS NECESSARY 1 ° ° °INLET �TYP.) °
o a ° : ° ° r, 0' PROP DIRECTIONAL ARROW (TYP )
s
6f16, \ \
S83
PROPOSED LEASE LINE
ASPHALT \ \
PAVEMENT ♦♦ \ \
re
° 0 5.0' �� �\ \ A-35.34 I y
R/W TAKING ° a ° J PROP. RETAINING I —
PER D.B. PROP. CONC. Q 18 0' WALL (TYP.) N t R=45.00 _
I ��] 1� A=44'59'47"
4679,PG.
°� SIDEWALK (TYP.) O 0'R Z \ CHB=S 71'46'51" E I
EX. WALL• TO BE MODIFIED
\ CONC. CURB �♦ \ " ' —
1 AS NECESSARY !� a ° S 49'16 58 E CHD=34.i4' I —
PROP. LANDSCAPE �,
I �P' �Y PROP. CANOPY -' PROP. 6" CONC. CURB &GUTTER (TYP-) / _ 23.73'
LIGHT ( P.) PROP. c ® 15 R ° \ I
G
(TYP-) TRANSFORMER RE51AU T
° � 35.3
\ PROP. BENCH & WHEELCHAIR
1 I WAITING SPACE(TYP.) 3 9.0
1 I S 55'11'0 " E 4 PROPOSED � '3R-
1 4.65' I+ 7'0 16.0 10R ° ° PROP. FLUSH CURB (TYP.)---------__---------
' � ° ° °5�R ° 3R _------- I I
° L a ol° PROP. BU1LDING-0 GMUPW o ° MOUNTING LIGHT (TYP.� REPAIR EXISTING ASPHALT
a T E A K N O to 8 E ° PROP. CONC. PAD 1 \� PAVEMENT AS NECESSARY TYP.
R LH9-R PROTOTYPE o. � ° ° a ° PROP. STOP BAR 0 1 \ (TYP.) - -----------------------------------
PROP. BUILDING (5,465 SF) ° PROP. GR��SSE ° ° & SIGN (TYP.) � ,R\
I ° 'TRAP°
1 I ° MOUNTING LIGHT (TYP.) 123 TOTAL PARKING SPACES ° 'MH I ° c ° 15
PROP. ADA PARKING SIGN o R 0 �Op r
1 3 ON BOLLARD (5 TYP.) 3° ° ° ° 1 \ \ APPROX. LOCATION
1 — PROP. ADA ILO ° I \ 10' VEPCO EASEMENT
1 41.1' CURB RAMP (TYP.) MASONRY TTRASH ° 1
2'R 2'R ° D.B. 1690 PG. 651
1 1 \ 1 ° PROP. FLUSH ENCLOSURE 1 \ ° in CURB IV ° f 1
°----------------
I I
o R STAURA ° 24.0'
a ° a> o o a> a> o a o a o o e e, e e eeveeeeee°oeeeeeeeveesasaloloe« r T) °—o of /
eesoevee°ee:e�::.� �d.,,a000a000a000a000a000
5
0 g.0 8.0
1 ° N
°
o v _
0' 8.0' 8.0 0 10 7 1
n � 9.0 'I, °
PERMANENT 1 VDOT TEMPO ARY ° II� 2'R $'R o .� o °
RET WALL ASEMENTFFIC SIGN 1 \ CONSTRUCTION EA EMENT a i' — ' SIR •° �_
PER D.B. 4679, PG. 554 PER D.B. 4594, P . 065 ❑ PROP. 6" CONIC. -- _ CURB (TYP.) z ° ° acw�m
PROP. ADA PARKING ( I �s "=`
I ° ELEV. = 491.23
1 1 SR STALLS (5 TYP.)
a I o PROP. ADA v " .� 3'R 1
\ '= STRIPING (TYP.) tttttttt� °
1 _--------- PROP. 10' CONC.
1 Z I S PROP. LANDSCAPE 2 R ° 5 R a° 1 SIDEWALK (TYP.)
fR 2,R ISLAND (TYP.) °
9.0' o
I PROP. 'TO GO' 5, R 00 o� 3, R ° 1 CURB' 2' CONC.
180°
PARKING SIGN ! 9 .' ° PARCEL ID: 06100-00-00-13200
o I O
1 zl
I ° ( ESTAU T) 24.0) 1 LANDS N/F
1 1 (IESTAU NT) ° 1
------ 18.0� CV ASSOCIATES
- - � o 10•0' ° D.B. 1908 PG. 726
O 1 I ROP. AREA LIGHT (TYP)0 0
c Cl>1 I o 24.0' 9.0, °
I
" 5'R 0
a 1 R R PROP. PARKING STRIPING (TYP.) SR
5 -- - __a < c °� >
N ►�] 1 ,� I 2 �� o' r
►o O 1 1 EX. HAIRPIN STRIPING TO BE
' RE -STRIPED TO MATCH THE u, ° �, II li
►� 1
ilkm m \ ° c 15 PROPOSED PARKING STRIPING (TYP.) 50 R ° I I
°
r �mZ \ �. 3R R
1 AE
1 I 2'R 9.0' S'R 3 R I I
8'R
C0 .1 ROP GUIDE 0 R
0 74'° ° li li
1 �\ _ RAIL - I I
1 ----------- P
1
STAURP Tl ° 1 I I
1
1
1
VDOT TEMPORARY 1
CONSTRUCTION EASEMENT
PER D.B. 4594, PG. 065
1
1 �
1 �
1
DER 1
CURB ;
I
UTILITY FACILITY EASEMENT AND
CENTRAL TELEPHONE COMPANY OF VIRGINIA D/B A 1
CENTURYLINK
D.B. 14594 PG. 165
1
1
1
I
1
PROTECT YOURSELF
ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE
Know whd'a below
Call boron you u¢
FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT:
WWW.CALL811.COM
STORM MH1 "
1
1
10.5' °
� 1
° EX, ID SIGN
STO TASION SQUARE PROP CONC. CURB
SIGN HT = 16' D
°
1
i CpNC CURB GU7T D
D
APPROX. LOCATIO —
VDOT TRAFFIC CONTR
DEVICE EASEMENT
PER D.B. 1314, PG. 48 & d,_
D.B. 4594, PG. 65 \
STORM MH -
- I I
(R
(SHO PING
00 10
9.0'
to
91
!
0
�a
15R ° \° " I I I II I
/ REPLACE EXISTING CURB
I
PROP. ADA CURB RAMP (TYP.) 8 R / AS NECESSARY (TYP.) I I
I I
5'R i
SR
0
� II II
PROP. DIRECTIONAL ARROW (TYP.) PROP. CURB
DROP INLET (TYP.) 3 R �_ - - 5'R/ II li
f � �
I I
V I I I
I 1
9.01� ° 43 6 I I
PROP. RELOCATED SITE AND PAVEMENT LEGEND
'I D 1 I
(SHOPPING C NTER) SIGN I I
° II II ® ADA PARKING SPACE
® 1 I
I I ® NUMBER OF PARKING SPACES
PROP. GUIDE RAIL ° ®/ II li
PROP. RETAINING / — — J 1 I PROPOSED BUILDING
WALL (TYP.) °
I I
I I PROPOSED SD PAVEMENT
° 1 I
I I
"YIELD" I I
I I PROPOSED HD PAVEMENT
cc_na I I
6. 1 F R111
I I
L PROP. 5' CONC.
SIDEWALK (TYP.)
STORM MH
0
STORM MH
MH
TEMP. CONSTRUCTION EASEMENT
FOR ENTRANCE
PER D.B. 4679, PG. 554
I
EX. CURB O)J I
00/V'r CURB �j G
N 31'0j'13"
a` 94 00, •
5' SIDE YARD BUILDINGk — _
— 1 I me so
I I N 49'16'58" W
242.02'
STORM MH 1 I
I I
I I
D I I
1 I
I3 II I GRAPHIC SCALE
I I
11 II —20 0 10 20 40 80
� I I
I I
� I I
� �C/) I I
(IN FEET )
1 I 1 INCH = 20 FT.
I I
I I
FRCH
DESIGN WORLDWIDE
311 Elm Street Suite 600
Cincinnati OH 45202
513 2413000
www.frch.com
ARCHITECTS PROJECT #:
35651.000
DYNAMIC
ENGINEERING
LAND DE OPMENT CONSULTING • PERMITTING
nCH
EOT CAL • ENVIRONMENTAL
AFFIC • SURVEY • PLANNING 8 ZONING
1 4 Main Street, Lake Como, NJ 07719
T: 732.974.0198 1 R 732.974.3521
Additional offices conveniently located at
Chester, New Jersey • T'. 908,879 9229
Toms River, New Je¢ y • T: 732.974.0198
Newtown, Pennsylvania • I: 26I685.0276
Allen. texas • "972.534,2100
Houslon,T,x • T: 281.789.6400
Auslln. Texas • T: 512646.2646
D Beach, FloAtla • T: 561.921.8570
www.dynomkec.com
JOSEPH .SP ONE
PROFE IONAL kNGINEER
VIRGINfALICENSE No. 51627
Job #: 2627-99-002
�
O
O �
SDP2018-66 LONGHORN STEAKHOUSE
Issue Date: 08.27.18
REVISION INFORMATION
REV. PER OWNER UPDATES
REV 1 10/04/18 KAK
REV. PER OWNER UPDATES
REV 2 11/26/18 KAK
REV. PER PROTOTYPE UPDATES
REV 3 02/08/19 KAK
REV. PER OWNER CHANGES/COUNTY COMMENTS
REV 4 04/24/19 KAK
REV, PER OWNER CHANGES/COUNTY COMMENTS
REV 5 07/11/19 KAK
REV. PER WPO & FINAL SITE PLAN
REV 6 08/06/19 CAM
Restaurant #: 5600
LONGHORN
LH9
Prototype current thru 06-15-2018
1600 Rio Road East
Charlottesville VA 22901
AUTHORIZED FOR:
PERMIT/BID
CHARLOTTESVILLE VA
Drawing
SITE PLAN
i 1 • 1 \ \ \\ '\ �\ 0 RIM=501.10 (ABOVE DRNE-THRU) 1 ''----- 502------- �� \INdET
4
RIYJ491.52 \ RIM $ b0. 0 \ ---- ----- - --------- i
1 J \
_-�02------- - ,
t-I -
1
' PROP. DROP INLET 5*---- _--------" �� - j,�e-___
PROP. DROP INLET / 316.18 --- ---UM
- - \ \
I __ STORM STR. 1 ---- - _ S --' INLET -__-STORM STR. 2 # S 49'0T43" E 4��""-- �♦
1 \ # _------501---------- TW: 497.00 = __ __ _-- ______
Gx 5e�Q4 GIRT: 493.44 GRT: 493.90 _-- - - 1--- GL: 496.00-__--------- - a
1 II j ---- INV IN (15"): 490.44 INV IN (6"): 490.84 _ - - ------------ _____ = a9�------- d
O d
-------- INV OUT (18"):490.44 _---- Fr INV OUT (15"):490.84 ° ° a ---��---_-_
1 �� \
°
° °497 d
1 1 496 a d a ° d ° ° ° 0') -- ---
a a d ° a
I95 d _-_ - - - - \
1 TW: 493.90 1
GL: 489.90 � '� I �r�- a a ---- 9�----- --- -
1 � - a � � � ° `r � � 497 �- ----_
1 1 a o d 495
R/W TAKING o d G ° !V a < w -- - 495 �,g6,
a FLUSH °
I _ PER D.B. _-4 494 G: 495.95 1�
4679, PG.
554 TW: 490.00 I - Q--------- --- d \
GL: 489.75 ° 492 4 ° CD G: 494.40 `� ��� _ - , � "
TW: 494.00 496 4/ ,� _ S 4 236 38
GL: M.E. DOOR:494.50 a 6, \
I d d
G: 495.55 ° a
a
TW: M.E. 4 I a _ - _ G: 495.45 ' \ d
GL: M.E. \ I -------- _ ------_-
-- 493--4o-s---------------------- --- ---- -- _ 495
PROP. DROP INLET
_I \\ ° PROPOSED ____------�-
495 -
STORM STR. 93 \ I G: 494.50 �9A FLUSH
° d
GIRT " 493.60 1 DOOR: 494.50 TC: 494.68 d a d ° a ♦ G: 495.00 _
1 INV IN (18 ): 490.25 R O D d a G: 494.18 ° d d
INV IN (6 ): 490.25 I ° G: 493.80
INV OUT (18"):490.25 I 494 8 T ! A K N O PROP. 4" TRASH ° d "° ° ° a 494all I
r_ R LH9-R PROTOTYP ENCLOSURE DRAIN a ,a___ ° - d
� e ;. \ - _ �a a a ° a 4 1 \-------494-------'-
,5 RCP (c) ° I (5,465 SF) SAN STR. #59 TC: 494.68 a I
• Q G: 494.12 1 a DOORIFF: 494.50 GRT: 494.28 DOOR:
2.INV OUT i I I .494.50 a
.d
AW
7aRIM= .
-
x7 0
' I I G: 494.
IN (a) = 48114fi' I 494 0 /
/NA (b) , 48 6 4 u V 493 a 1 / 493
493
IN(q) = 482. J5 I l \ \ I a a - _ -------
- - 1
INV d) = 481.91i• \ 494 -
G: 493.00 493 G: 493.25 a ® /
1 \ 1 G: 493.09 a a G: a
:,:.:.:::;:::;:: 49
a \ 493 PROP. 4'0 SAN. MH / 492 _
PERMANENT ° \1 ` G: 492.65 FLUSH SAN STR. #24 492 / 1--------49r---
RET WALL AND TRAFFIC SIGN \1 ' VOOT 1 PO RY G: 492.50 RIM: 492.74
EASEMENT ° `, CONSTRUC EA EMENT da ® INV IN (4"): 487.54 --- /
PER D.B. 4679, PG. 554 1 ` \ ' PER D.B. 4, P. 065 G: 492.73 _ - - ( ) /
1 \ G: 492.35 _ INV IN (6"): 487.54 HMARK
MAG IIAIL
--- INV OUT 8" : 487.54 1 EI "=
FLUSH---------4s�--__------- ( ) 492 / aEv. = 491.23
G: 492.16 492 4 4 / 491 ___----491-
1 i I 492 49
� � �I• V 1 Ag _
� 1 II \ \\ \ '\ i � 491 49j a
---------
_ ----- -'
_ _ ----PARCEL ID: 06100-00-00-13200
\ 49 491 a / 490 - -- -- �?� LANDS �F
� I
PROP. 4'0 SAN. MH N
w _
~ 1 \ 1\ �`491 d \ SAN STR. 25 CV ASSOCIATES
1,'' ° \\ �, 1- t 491---- °��° _ d # D.B. 1908 PG. 726
e O 1 r � RIM: 489.00
INV IN (8"): 485.60
490 / INV OUT (8 ): 485.60
491
\_ 1 A�I�� _r--- 490 _ a 489 `� ---- ---
o O
PROP. CURB DROP INLET ♦ d° ilk ° / PROP. CURB DROP INLET
$ I I
-- 14 / STORM STR. #11 II II
STORM STR. #4 TC: 488.50 I I
1 TC: 489.42 """ I I
G: 488.92 / G: 488.00
"-'"-- 489 I I
INV IN (1489 8"): 484.61 -- 488 // INV OUT (15"):482.70 a_II _ il__-___---
INV OUT (18"):484.61 " 489/ I I
I I
489
1
FLUSH G: 487.09
489
VDOT TEMPORARY STM MM ` -'''
CONSTRUCTION EASEMENT R1A=48,.3�\ 1 \` I - g - - - - - - - - - - - - - - - - - l / -
PER D.B. 4594, PG. 065 ; II \INV �a) 4R6.3 488 PROP. CURB DROP INLET FLUSH
_ G: 486.50
4V (B 2147� 28 STORM STR. #12 Kg1
1 \\ PROP. CURB DROP INLET TC: 486.50
1 rP STORM STR. #5 G: 486.00 487 p /
1 ` TC: 486.90 INV IN " y /
G: " 486.40 ♦ INV OUT1(15"):482.07 \
1 1 A I INV IN (18 ): 481.64 I I I I
1 G: 48
' 1
UTILITY FACILITY EASEMENT AND
CENTRAL TELEPHONE COMPANY OF VIRGINIA D/ 1
CENTURYLINK 1
D.B. 14594 PG. 165 1
1
/A
/ 1
/ 1
/
/ 1
PROTECT YOURSELF
ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON
PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE
IlFnowwhen below
Cell befm you dis
FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT:
WWW.CALL811.COM
OUT (18 )A78.77
487
ITW: 485.15I
!`l. ARI; Ir
TW: 484.10
• ---48400 --486------ GL:
°
1 PROP. INLINE CDS-
r'" CONTECH MTD
STORM STR. #6 _ -481------------------- ----
RIM: 484.46 - ---_ - I ----------------- ° I
1 1 1 INV IN (18"): 477.64 6
INV OUT (18"):475.66 \ Y gal
TEMP. CONSTRUCTION EASEMENT
STORM MH \ \ FOR ENTRANCE
RIM=479.44
PER D.B. 4679, PG. 554 a
�-
INV. (b) = 474.54
11
APPROX. LOCATIO
VDOT TRAFFIC CON / RIM=478.39 ��4ZS!TOR�MDEVICE EASEMENT INV. OUTon ( )79.51 _
PER D.B. 1314, PG. 48 �1 '` � � -
D.B. 4594, PG. 65 N / INV. (a) - 473.29 •
\1 °, a �� \ �Q / INV. (b) = 472.81 / N 3re��
STORM MH c / W ,
b �0
i 11 a lNV (a) 474.1 0* jV ,8''V SQE
,\ V (b) = 473.2' METER/gZI STORM MH
\ RIM=478.47
STORM MH / A=77.32
RIM=478.05 1 N 541140 23" W R=188.24'
.wvPROP. 4"0 STORM MI
STORM STR. #14
RIM: 485.0(
INV IN (15"): 481.8,'
®/ INV OUT (15"):481.8,'
PROP. INLINE CDS
CONTECH MTD
STORM STR. #13
- M: 485.87
V IN (15"): 482.01 �v
V OUT (151:482.01
o STORM MH
'eY)
RIM=484.57
INV (a) = 480.57
ftftftft a INV. (b) = 480.47
l
100
0
oft 4ft
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
-�
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
MV
"III 1 a a
a a
TC:494.68 a
a � a
G: 494.18
a
7 a
- - - - - - -
a
TC: 494.68 a a
G: 494.18
a a a
`1 a a a ,I
a
TRASH ENCLOSURE INSET
SCALE: 1 " = 10'
GRADING/UTILITY
GRAPHIC LEGEND
- -
PROPERTY LINE (PARCEL IN QUESTION)
- - -
OFF -SITE PROPERTY LINES
- C - - c - -
EXIST. CABLE LINE
X 8.9
EXIST. SPOT ELEVATIONS
G: 000.00
PROP. GRADE SPOT ELEV.
C
PROP. CABLE LINE
XG. 8.90
EXIST. GUTTER ELEV.
TC: 000.00
G: 000.00
PROP. TOP OF CURB &FINISHED GRADE ELEV.
- E E
EXIST. ELECTRIC LINE
XTC: 8.90
EXIST. TOP OF CURB ELEV.
E E
PROP. ELECTRIC LINE
XFF.- 8.90
EXIST. FINISH FLOOR ELEV.
FF: 000.00
PROP. FINISHED FLOOR ELEV.
- Fo Fo -
EXIST. FIBER OPTIC LINE
XGF, 8.90
EXIST. GARAGE FLOOR ELEV.
TW: 000.00
PROP. TOP OF WALL & FINISHED GRADE 0 LOW SIDE
FO
PROP. FIBER OPTIC LINE
TyrEXIST.
FIRE HYDRANT
GL: 000.00
OF WALL (ACTUAL BOTTOM OF WALL FOOTING TO
WV
BE ESTABLISHED BY WALL DESIGNER)
- FUEL - - FUEL -
EXIST. FUEL LINE
M
EXIST. WATER VALVE
FUEL
PROP. FUEL LINE
M
EXIST. GAS VALVE
TC: 000.00
PROP. TOP OF EXTENDED CURB, (GH) FINISHED GRADE
- -off - -off - -
EXIST. OVERHEAD WIRES
o
EXIST. GAS METER
GH: 000.00
0 HIGH SIDE OF EXTENDED CURB & �GL) FINISHED
GL: 000.00
GRADE 0 LOW SIDE OF EXTENDED CU B
OH
PROP. OVERHEAD WIRES
Eo
EXIST. ELECTRIC METER
T r
EXIST. TELEPHONE LINE
Eox
EXIST. ELECTRIC BOX
PROP. DIRECTION OF DRAINAGE FLOW ARROW
T T
PROP. TELEPHONE LINE
W
EXIST. CLEAN OUT
- UGEr - - UGEr
EXIST. UNDERGROUND ELEC./TELE. SERVICE
0
EXIST. WELL
044
PROP. WATER VALVE
(NO. & SIZE OF CONDUITS NOT DEFINED)
WSo
o
EXIST. WATER SHUT OFF VALVE
Gv
04
PROP. GAS VALVE
UGET
PROP. UNDERGROUND ELEC./TELE. SERVICE
o
EXIST. TELEPHONE BOX
(NO. & SIZE OF CONDUITS NOT DEFINED)
®
EXIST. CABLE TV BOX
- W_ - W_ -
EXIST. WATER LINE
EXIST. UTILITY POLE
011111009
PROP. STORM CLEANOUT
W
PROP. WATER LINE
EXIST. GUY WIRE
o----
PROP. SANITARY CLEANOUT
- 5 OR 5
EXIST. SANITARY SEWER LINE
X�
EXIST. LIGHT POLE
EXIST. BUILDING LIGHT
S S
�❑
EXIST. SHOE BOX LIGHT
(O❑
PROP. AREA LIGHT
OR
PROP. SANITARY SEWER LINE
�o
EXIST. COBRA LIGHT POLE
LN
PROP. OUTLET CONTROL STRUCTURE
- -
EXIST. STORM DRAIN LINE
PROP. STORM DRAIN LINE
EXIST. TRAFFIC SIGNAL POLE
O
PROP. DRAINAGE MANHOLE
EXIST. MINOR CONTOUR & ELEVATION
(a
EXIST. MANHOLE
O
PROP. SANITARY SEWER MANHOLE
EXIST. MAJOR CONTOUR & ELEVATION
0
EXIST. "A" INLET
III
PROP. 'A' INLET
EXIST. "B" INLET
El
PROP. 'B' INLET
XX
PROP. FINISH GRADE CONTOUR & ELEVATION
EXIST. "E" INLET
❑8
PROP. 'E' INLET
Mw
EXIST. MONITORING WELL
Mill
EXIST. YARD INLET
0
PROP. YARD INLET
Mr
EXIST. FLARED END SECTION
_61�
APPROX. TEST PIT LOCATION
EXIST. HEADWALL
®
PROP. FLARED END SECTION
PROP. HEADWALL
GRAPHIC SCALE
-20 0 10 20 40 80
( IN FEET )
1 INCH = 20 FT.
FRICH
DESIGN WORLDWIDE
311 Elm Street Suite 600
Cincinnati OH 45202
513 2413000
www.frch.com
ARCHITECTS PROJECT #:
35651.000
DYNAMIC
ENGINEERING
LAND DE OPMENTCONSULTING.PERMIMNG
'_TECHNICAL • ENVIRONMENTAL
Al FIC • SURVEY • PLANNING 8 ZONING
1 4 Main Street, Lake Como, NJ 07719
T: 732.974.0198 1 F: 732.974.3521
Additional offices conveniently located at:
Chester, New Jersey . T: 908,879.9229
ToRiver, New Jerse is ]32.9I4.019
•
Newtown, Pe -A aw . T: 267.685 66
Allen, texas . T:
Houston, Texas . T: 281.789.6400
Austin. Texas . T: 512.646.2646
Beach, Florida . T: 561.921.8570
www.dynamicec.com
JOSEPH .SP ONE
PROFE IONAL NGINEER
VIRGIN A LICENSE No. 51627
Job #: 2627-99-002
�
O
O a
SDP2018-66 LONGHORN STEAKHOUSE
Issue Date: 08.27.18
REVISION INFORMATION
REV. PER OWNER UPDATES
REV 1 10/04/18 KAK
REV. PER OWNER UPDATES
REV 2 11/26/18 KAK
REV. PER PROTOTYPE UPDATES
REV 3 02/08/19 KAK
REV. PER OWNER CHANGES/COUNTY COMMENTS
REV 4 04/24/19 KAK
REV, PER OWNER CHANGES/COUNTY COMMENTS
REV 5 07/11/19 KAK
REV. PER WPO & FINAL SITE PLAN
REV 6 08/06/19 CAM
Restaurant #: 5600
LONGHORN
LH9
Prototype current thru 06-15-2018
1600 Rio Road East
Charlottesville VA 22901
AUTHORIZED FOR:
PERMIT/BID
CHARLOTTESVILLE VA
Drawing
GRADING
PLAN
2,4
THIS PLAN TO BE UTILIZED FOR SOIL EROSION & SEDIMENT CONTROL PURPOSES ONLY
2ND STORY BUILDING 7 1 - - "'
RIM 110 (ABOVE DRIVE-THRU)-----502-- \
r$500NEET
. S� ; SEE SHEET C5.2 FOR SOIL EROSION NOTES & DETAILS
1 \ \ \ ,\ \\ \ r� 1 \
S7kRM MH
RIMA491.52Y ------ - - --------- EROSION CONTROL LEGEND
_ \ \ - PROP. LIMIT OF DISTURBANCE LINE
\ \ � � �� � SF -SF -SF -PROP. SILT FENCE LINE
\ ', � . ��, �= LIMIT OF DISTURBANCE '--
\ RIM=50013\ PROP. DROP INLET PROP. DROP INLET --
1INLET STORM STR. #2 STORM STR. #1 S 49'0T43" E 316.18 - _-- 4 -7PF 7PF PROP. TREE PROTECTION FENCE LINE
4 UM----- TW: 497.00 - - --- -- - - __---
1 \ ----- -------sod---_ _�-�-_�� _, '- ♦ s05.
G 5e�Q4 -_ GRT: 493.44 GRT: 493.90 .. _______----------- - :171____ �- --- ° - `` �� \ \ PROP. INLET FILTER
" INV IN 6" • 490.84 ____--- _ � GL: 496.00 ° a a _ // �'S83
1 - INV IN (15 ): 490.44 - ( ) " ---------------- _ ----- ° °
1 I , INV OUT (18 ):490.44 _- ---- B- INV OUT (15 )•490.84-� ° ° d ° ° _�S�-- \ \ PROP STRAW BALE SEDIMENT BARRIER
II °AFM MR
1 ° 497 d ° ° ° J ° 1
_ GRAPHIC SCALE
d
496 a ° ° ° a ° a _ - -- --- -- - 1
1 TW: 493.90 I �1 495 ° ° --- -- --- -- --- -- -- - _ PROP. INLET�-a
----9�-----
PROP STRAW BALE -20 0 10 20 40
1 GL: 489.90 ECTION 4 0 497
a a a SEDIMENT BARRIER---��----
1 a a a4 4 o ,
n 495
R/W TAKING ° 1 `v w 4 495 ' �9 ° �\ \ ( IN FEET) I
o a a 6' FLUSH
a
1 INCH = 20 FT.
4s s, D.B.
� 4 ° 1 I I °a � �' 494 ___----496-- G: 495.95 \ I
554 TW: 490.00 --- --7� - d CHB=S 71'46'51 " E
GL: 489.75 ° 4 /� ° G: 494.40 4 a Nrvry ' ♦ 4 ♦ CHD=34.44 I
Iz 492 a a \ S 49'16'58" E
1 TW: 494.00 DOOR: 494.50 496 \ sr� \ 23.73'
GL: M.E. I °
TW M.E. \ - - a °�� -- 9 -- -- --- --- - 495 G: 495.45 1 ♦ �-�-� I
GL: M.E. � � I � 4 - - - - - - - _� -- - -- S _�-�-�--�-
1 ♦ ` 493----------- ---- ---
_I \� a PROPOSED
1 PROP. DROP INLET � , �I � G: 494.50 �9 -+•- -��� � � � \ �-�-� � �
FLUSH
STORM STR. #3 1 \I a --�
GIRT:
493.60 i DOOR: 494.50 TC: 494.68 ° 4 ♦ G: 495.00 O-
INV IN (18"): 490.25 � LO �(� O D ol 4 G: 494.18 R y FLUSH �-
INV IN 6 : 490.25 ll
O " �, I a T t A K N O PROP. 4" TRASH � PROP. STABILIZED STONE - __ 494 _ -_ ^ _`__ � c: 493.So � �
INV OUT (18 ):490.25 494 I,, - 40-�
» I __ n• R LH9-R PROTOTYP ENCLOSURE DRAIN ° a CONSTRUCTION ENTRANCE --�¢__���
��-
�5 RCP (C) - (5,465 SF) SAN STR. #59 I a _- -
1 G: 494.12 DOOR: 494.50 FF: 494.50 GRT: 494.28 TC: 494.68 a °- _�_�_-i- I I
MH INV OUT (4"): 489.25 DOOR: 494.50 G: 494.18 494 f � M_
i RIM= 7.56 I
1 G: 494. ° ` \ \ APPROX. LOCATION
lNI (aJ = 4814fi'' I � 494 / _ 10' VEPCO EASEMENT
IN (b) -48 16 "� ll \ I ° 493----- - _ _ ° 493 \\ \ D.B. #690 PG. 651
I 493
IN (cJ = 482.�6' I I \ 1
INV dJ = 481.4IT \ 494 a s
P G: 493.25 4 a
G: 493.00 493 ro ° -''
\1 , G: 493.09 ° 1 G: 492.55 ,.::;
Hi
493 d 4 PROP. 4'0 SAN. MH ° 492 LIMIT OF DISTURBANCE = 94,689 SF. 2.174 Ac.)
PERMANENT ° 1 G: 492.65 FLUSH SAN STR. #24 ---- 4 - _ _ 492
- °--
RET. WALL AND TRAFFIC SIGN 1 VDOT APO ARY G: 492.5012 RIM: 492.74
EASEMENT °\ \ CONSTRUC EAEMENT °a INV IN(4"):487.54 \
PER D.B. 4679, PG. 554 ` PER D.B. 4 4, P . 065 G: 492.73 G. 492.35 -
1 ___ INV IN (6"): 487.54 4 BENCHMARK `
FLUSH -------��- _------------ 492 INV OUT (8"): 487.54 49? ELEV.MAG L491.23
1
491 � G: 492.16 '
Wall
is
I I 1
4
1 1 491 °a49j �490 ------PARCEL ID: 06100-00-00-13200
• \ n 1 4
1 �I \z 1 49 I 491
PROP. 4'0 SAN. MH ANDS N/F
II PROP. STOCKPILE L t
----- --- __ � OCATION 491 --- SAN STIR. #25 CV ASSOCIATES
491 ---- °°'� -- ° ° RIM: 489.0o D.B. 1908 PG. 726
1 ° \ 9-0- a / �� INV IN (8"): 485.60
OP. SILT FENCE 490 INV OUT (8"): 485.60
90 491 490 a ° 489 --- ---
►� 01
2 i
y a ~ 1 °PROP. CURBDR OP INLET �, °PROP. CURB DROP INLET
I�STORM STR. #4 `� I' -$ - - 4 489 STORM STR. #11
4
TC: 489.42 I TC: 488.50
G: 488.92 --�- _ G: 488.00
C0 INV IN (18"): 484.61 488 ■
1 - 'll _--'' '--- -�� a 489 � INV OUT (15"):482J0 _______, ,,
1 4$9
INV OUT (18"):484.61 p I 489 4 1
1 1 4 1 488
1 II `v I PROP. INLET _
I ` PROTECTION 489
,1 PROP. STABILIZED FLUSH G: 487.95
` G: 487.50 '
VDOT TEMPORARY j S70RM II0 \, \` , 489 CONSTRUCTION ENTRANCE
CONSTRUCTION EASEMENT I - � \ 1 __ ---
PER D.B. 4594, PG. 065 R/tip -4S .36 �14VV 9) k 4R6.3 1 - - - 488 _ 488 PROP. CURB DROP INLET s-=1 FLUSH
STORM STR. #12 �g1' G• 486.50
1 I PROP. CURB DROP INLET y
1 _ STORM STRTC: 486.50
. #5 G: 486.0 487 D
1 ( TC: 486.90 ♦ INV IN (15"): 482.07
G: 486.40
INV IN (18"): 481.64 INV OUT (15 ):482.07
INV OUT (18"):478.77 G: 486.151
G: 480.85 ¢81 A8 ¢B��S >T� �. I 1487 487 - - a 486
_ -
__________ PROP. 40 STORM MH
1 ° I UTILITY FACILITY EASEMENT AND �' STORM STR. #14
CENTRAL TELEPHONE COMPANY OF VIRGINIA D/B A I TIN: 482.00 TW: 485.0 ° - - - - 487 RIM: 485.00
CENTURYLINK I \\ GL: 481.20 I \ 87: INV IN (15"): 481.82
D.B. 14594 PG. /65 GL: 41.0 W485.15 INV OUT (15"):481.82
TW: 484.10
___----- GL: 485.15
W 484.00 GL:
T
485 -
i �_ \
1
PROP. INLINE CDS ---
1 'S. CONTECH MTD - _ _ _ _ _ c 1 PROP. INLINE CDS
i 1 STORM STR. #6 481 ° - NIL_ B ---- CONTECH MTD
/ RIM: 484.46 -- -�- -_ -- ° STORM STR. #13
INV IN (18"): 477.64 - - - RIM: 485.87 i ° O l 6 INV IN 15 482.01 \ ■
1 a - 1 INV OUT (18"):475.66 ( )„ \\
\ TEMP. CONSTRUCTION EASEMENT ,
�,�-� � INV OUT (15 ):482.01 � � 242.02
' 1 ° G: 481.SO�o�\�� \ FOR ENTRANCE "
ti\ STORM MH \ PER D.B. 4679, PC. 554 a \\ I N 49'16 58 W
RIM-479.44
INV. (b) = 474.84'� \ \ STORM MH
\
PROTECT YOURSELF RIM=484.57 1 ° �' �� \ INV (a) = 480.57
ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON INV. (b) = 480.47 y
PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE ' o a - ° ° d ° 0, ■ +
APPROX. LOCATIO II ° 3 ■T
VDOT TRAFFIC CONTR RIM=478.39 Q STORM MH ^ /
DEVICE EASEMENT
PER D.B. 014, PG. 48 & l/o , INV. (-U0 RIM=479.51 0
D.B. 4594, PG. 65 INV. (a) = 473.29 N � � .115
below IlFnow w�al's o Q INV (b) = 472.81
1 STORM MH 6 I ����`�� / 3 W 94• pp' •
Call befM VON d d -47 �65 U
FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: / \\ ° INV (a) 474.1 UNKN NNS/?e
WWW. C A LL811. C OM ; V (b) = 4732 MgTER/q/ STORM MH ,
RIM=478.47 I
mmw
101
T
PROP. 4'0 SAN. MH
SAN STR. #26
RIM: 487.60
INV IN (8"): 484.49
INV OUT (8"): 484.49
�y
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S( SANITARY MANHOLE
RIM 487.8
BOS: 483.38
/
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FRICH
DESIGN WORLDWIDE
311 Elm Street Suite 600
Cincinnati OH 45202
513 2413000
www.frch.com
ARCHITECTS PROJECT #:
35651.000
DYNAMIC
ENGINEERING
LAND DE OPMENT CONSULTING • PERMITTING
EOTECHNICAL • ENVIRONMENTAL
AFFIC • SURVEY • PLANNING 8 ZONING
1 4 Main Street, Lake Como, NJ 07719
T: 732.974.0198 1 F: 732.974.3521
Additional offices conveniently located at:
Chester, New Jersey • T: 908.879.9229
Toms River,N-Jerre
•T:732.974.019
Newtown, PennsNvania • T: 267.685 6
Allen, texas • T:
Houston, Texas • T: 281.789.6400
Austin. Texas • T: 512.646.2646
Beach, Florida • T: 561.921.8570
www.dynornicec.corn
JOSEPH .SP ONE
PROFE IONAL NGINEER
VIRGIN A LICENSE No. 51627
Job #: 2627-99-002
0
O
O �
�tl
SDP2018-66 LONGHORN STEAKHOUSE
Issue Date: 08.27.18
REVISION INFORMATION
REV. PER OWNER UPDATES
REV 1 10/04/18 KAK
REV. PER OWNER UPDATES
REV 2 11/26/18 KAK
REV. PER PROTOTYPE UPDATES
REV 3 02/08/19 KAK
REV. PER OWNER CHANGES/COUNTY COMMENTS
REV 4 04/24/19 KAK
REV, PER OWNER CHANGES/COUNTY COMMENTS
REV 5 07/11/19 KAK
REV. PER WPO & FINAL SITE PLAN
REV 6 08/06/19 CAM
Restaurant #: 5600
LONGHORN
LH9
Prototype current thru 06-15-2018
1600 Rio Road East
Charlottesville VA 22901
AUTHORIZED FOR:
PERMIT/BID
CHARLOTTESVILLE VA
Drawing
SOIL EROSION &
SEDIMENT
CONTROL PLAN
CONSTRUCTION OF A SILT FENCE CONSTRUCTION OF A SILT FENCE FRICH
FILTER PROTECTION
GRAVEL CURB INLET SEDIMENT (WITH WIRE SUPPORT) (WITHOUT WIRE SUPPORT) SILT FENCE DROP INLET ,STONE CONSTRUCTION ENTRANCE DESIGN WORLDWIDE
SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. 1. SET THE STAKES. 2. EXCAVATE A 4!'X 4" TRENCH
TRENCH UPSLOPE ALONG THE LINE UPSLOPE ALONG THE LINE OF 600
OF POSTS. STAKES, A 3 PAVEMENT
� -`- 70' MIN. EXISTING 11 Elm Street Suite
2 X 4' WOOD FRAME
DROP INLET
��- 6'MAX. ` WITH GRATE �5:, Cincinnati OH 45202
_ I T
513 2413000
FRAME ` I I FILTER CLOTH MOUNTABLE BERM
1.5' MAX. 6" MIN. A
(OPTIONAL) www.frch.com
/ %ter %� �� ' I IPI SIDE ELEVATION
EXISTING GROUND
/ t
� ARCHITECTS PROJECT #:
FLOW I _ / 3' MIN. �< �, 70' MIN. 35651.000
�- T
/\\ �-�z Ill t l (Iil I I I IWASHRACK III 4" I, I I I ��, EXCESS B GATHER (
OPTIONAL) 10' MIN,
AT CORNERS -� DYNAMIC
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT I� V �� "�� ENGINEERING
LOW -IIIIU (IIII �II " TO STAKES AND EXTEND THE EXCAVATED SOIL- 12' MIN.' '� ° "1N•
1 EXISTING LAND DE OPMENT CONSULTING e PERMITTING
4•• IT INTO THE TRENCH. PERSPECTIVE VIEWS PAVEMENT EOiECHNICAL•ENVIRONMENTAL
GRAVEL FILTER * 12" 1 II I 1
AFFIC * SURVEY * PLANNING 8 ZONING
RUNOFF WATER WIRE MESH 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE 1 4 Main Street, Lake Como, NJ 07719
FILTERED WATER FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. i! / STAKE VDOT #1 I �RAINAGE t0' MIN. T:732.974.0198 F:732.974.3521
COURSE AGGREGATE B TEVICE Additional offices conveniently located at:
Chesler,New Jersey • T:9088799229
FABRIC MUST EXTEND FULL WIDTH
II � ~� '.:`' .'i• - y ��- .":. IIII OF INGRESS AND EGRESS PLAN VIEW Tom: eroer. New Jeaey. T:732.974.019e
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I �•, " ° '� ,,', 'j`' `.:;,:. _ „1 OPERATION Newrown,
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9z16e5.o276
Alente5340
Houston, exas . T281.78.6400
1MIN. 12' MIN. Austintexas. is51646.2646OW D Beach, FloAtla • i561.921.8570
IT
a.
_ II J%p I Ill III IIII ',o v 3" MIN.
IIIIIIIIIIII Pp
SEDIMENT I II _ ... 1 ; I I - www.dynomkec.com
e:
' ';'';?:.•_ SHEET FLOW INSTALLATION ' "� � � ��- 3" MIN. Y omkec.com
G/ V
CONCRETE GUTTER (PERSPECTIVE VIEW) ELEVATION OF STAKE AND
.- •4,,
12 II FLOW / I I= I I FILTER CLOTH
CURB INLET �- I I FABRIC ORIENTATION DETAIL A SECTION A -A
-►III 11=I,-1111, A JOSEPH . SP ONE
A \\\
SPECIFIC APPLICATION _ - I FLOM I B I -
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS �\ THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
� _ �PROFS IONAL NGINEER
FILTER FABRIC I
IIIIII�I � INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER VIRGIN A LICENSE No. 51627
WHERE POENCE IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE �� - III THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS. EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT
WIRE 3II I POINTS A SHOULD BE HIGHER THAN POINT B. APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS REINFORCED CONCRETE DRAIN SPACE
RIM I ( `''''- DRAINAGEWAY INSTALLATION IN STREET OR HIGHWAY MEDIANS. SECTION B-B
* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. �II::" -- (FRONT ELEVATION) Job #: 2627-99-002
ALBEMARLE COUNTY
, TRA W BALE BARRIER GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR
STAKED AND ENTRENCHED TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. °
BINDING WIRE STRAW BALE 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND 91
OR TWINE SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION
COMPACTED SOIL TO PREVENT PIPING AND SEDIMENT CONTROL REGULATIONS. @2
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
FILTERED RUNOFF ( SEDIMENT LADEN
RUNOFF 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. �
-. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
J� }:•: LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO
THE OWNER FORBY THE PLAN
6. THE CONTRACTOR RISVIEW RESPONSIBLEAND ARFOR LINSTALLATION OF ANY NG AIDDITIONALO EROSION CONTROL MEASURES NECESSARY TO PREVENT O
3 MAINTAIN STOCK PILE EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
II if 111 Itil l( III will - I I l( I = SURFACE IN 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
I ACCORDANCE WITH ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
(MAX SIDE TEMPORARY 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
PROPERLY INSTALLED STRAW BALE SLOPE TYP.) STABILIZATION NOTES 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL
(CROSS SECTION) Q EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE Q
1. EXCAVATE THE TRENCH. 2. PLACE AND STAKE STRAW BALES. MADE IMMEDIATELY.
A. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
CONSTRUCT SILT FENCE OR HAYBALES B. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE
TOWARD si AM (AS NEEDED) AROUND PERIMETER OF OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
um B,,LE C. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DYAS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28.
-� - STOCKPILE (SEE DETAIL ON THIS SHEET) D. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE.
E. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF /t(�
7:OOAM TO 9:OOPM.
F. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER
,�+�i 4•' �� I{� TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY
FLOW 'yl `' PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE.
BALE %G. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER
WIDTH MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE
SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
H. TERMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS.ACRE, AND IN THE
0 MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN
MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS
TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR.
I. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE
LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCOPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE SDP2018 66 LONGHORN STEAKHOUSE
TEMPORARY STOCKPILE DETAIL APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT
180LBS/ACRE AND CONSIST OF A 95% KENTCKY 31 OF TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY
NOT To SCALE BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO BE APPROVED BY THE Issue Date: 08.27.18
COUNTY EROSION CONTROL INSPECTOR.
4. BACKFILL AND COMPACT THE J. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO REVISION INFORMATION
3. WEDGE LOOSE STRAW BETWEEN BALES. EXCAVATED SOIL. STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE
VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND REV. PER OWNER UPDATES
OF RASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED
°
° ° ��� ° ° AND REPAIRED IMMEDIATELY. REV 1 10/04/18 KAK
CONSTRUCTION OF STRAW BALE BARRIER NOTES °° ° K. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE REV. PER OWNER UPDATES
STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
1. CONCRETE WASHOUT AREA(S) SHALL BE INSTALLED PRIOR TO CONCRETE ° ° INSPECTOR. REV 2 11/26/18 KAK
PLACEMENT ON SITE. THE CONCRETE WASHOUT AREA SHALL BE ENTIRELY
SELF-CONTAINED. REV. PER PROTOTYPE UPDATES
2. THE CONTRACTOR SHALL SUBMIT THE DESIGN, LOCATION AND SIZING of ° ° VDEQ GENERAL EROSION AND SEDIMENT CONTROL NOTES REV 3 02/08/19 KAK
WASHOUT CONCRETE WASHOAREA(S) WITH THE PROJECT'S EROSION AND °
SEDIMENTATION CONTROL PLAN AND SHALL BE APPROVED BY THE ENGINEER. ° VARIESSEE ° 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE REV. PER OWNER CHANGES/COUNTY COMMENTS
LOCATION: WASHOUT AREA(S) ARE TO BE LOCATED AT LEAST 50 FEET FROM NOTE 2 CONSTRUCTED AND MAINTAINED ACOORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT REV 4 04/24/19 KAK
ANY STREAMTHE FLOOD , WETLAND, STORM DRAINS, OR OTHER SENSITIVE RESOURCE. ° CONTROL HANDBOOK AND VIRGINIA REGULATIONS EROSION AND SEDIMENT CONTROL REGULATIONS.
THE WASHOUT IIS TO BEYLO ATEDPLAN UWITHIN THE OODPLAIN. ST ADDRESS THE CONCRETE WASHOUT IF ° ° 2. THE PLAN APPROVING THE AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK REV, PER OWNER CHANGES/COUNTY COMMENTS
HAY BALES OR PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
SIZE: THE WASHOUT MUST HAVE SUFFICIENT VOLUME TO CONTAIN ALL LIQUID ° �(SEE BELOW) ° COMPACTED EARTH BERM REV 5 07/11/19 KAK
AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS INCLUDING, BUT ° ° (SEE NOTE 3) 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
NOT LIMITED TO, OPERATIONS ASSOCIATED WITH GROUT AND MORTAR. SIDE SLOPES 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. REV. PER WPO & FINAL SITE PLAN
3. SURFACE DISCHARGE IS UNACCEPTABLE. THEREFORE, HAY BALES OR OTHER 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT REV 6 08/06/19 CAM
CONTROAROUND HEASURES, AS PS PERIMETER OF TOHEDBY THE ENGINEER, CO CONCRETE WASHOUT AREA LDFOREUSEDCONTAINMENT. ° ° LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO
4. SIGNS SHOULD BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE ° e THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
CONCRETE AREA(S) AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE 6. THE CONTRACTOR IS RESONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
THE LOCATION OF THE CONCRETE WASHOUT TO OPERATORS OF CONCRETE EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
TRUCKS AND SAFETY ENCINGMORRIGS. WASHOUT AREA(S) OTHER APPROVED MIETHODOULD BE FLAGGED WITH 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
S. WASHOUT AREA(S) ARE TO BE INSPECTED AT LEAST ONCE A WEEK FOR FX15777Y6 GROUND ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
STRUCTURAL INTEGRITY, ADEQUATE HOLDING CAPACITY AND CHECKED FOR 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
LEAKS, TEARS, OR OVERFLOWS. (AS REQUIRED BY HE CONSTRUCTION SITE SEE NOTE 10 MIL POLYETHYLENE SHEETING 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL
CHECKED MAFTER HEAVY�RAINS.EPORT) WASHOUT AREA(S) SHOULD BE EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY. Restaurant #: 5600
6. HARDENED CONCRETE WASTE SHOULD BE REMOVED AND DISPOSED OF SAND BAGS TO SECURE
WHEN THE WASTE HAS ACCUMULATED TO HALF OF THE CONCRETE WASHOUT'S SHEETING (OR METHOD
HEIGHT. THE WASTE CAN BE STORED AT AN UPLAND LOCATION, AS AS DIRECTED BY ENGINEER)
APPROVED BY HE ENGINEER. ALL CONCRETE WASTE SHALL BE DISPOSED OF LONGHORN
IN A MANNER CONSISTENT WITH ALL APPLICABLE LAWS, REGULATIONS, AND SIDE SLOPES TO BE
GUIDELINES. 2:1 OR 3:1 (NOMINAL) LH9
7. PAYMENT FOR THIS ITEM IS TO BE INCLUDED UNDER THE GENERAL COST
OF THE WORK FOR THE PROJECT, INCLUDING SITE RESTORATION.
CONCRETE WASHOUT AREA Prototype current thru 06-15-2018
NOT TO SCALE
(SEE NOTE 2) 1600 Rio Road East
Charlottesville VA 22901
AUTHORIZED FOR:
PERMIT/BID
CHARLOTTESVILLE VA
Drawing
PROTECT YOURSELF SOIL EROSION &
ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON SEDIMENT CONTROL
PREPARING TO DISTURB THE FARTH'S SURFACE ANYWHERE IN ANY STATE
I NOTES & DETAILS
know ww, below
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FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT:
WWW.CALL811.COM