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HomeMy WebLinkAboutWPO202000035 Plan - VSMP 2020-10-08OWNER/DEVELOPER: VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY40509 CONTACT:JASON HUNT PHONE: (859) 357-7188 EMAIL: JASON.HUNT@VALVOLINE.COM r!k1r%1K1r!r!o. 3601 RIGBY RD. SUITE 300 MIAMISBURG, OH 45342 CONTACT: KELLY SCHWI ETERMAN PHONE: (937) 401-3413 EMAIL: SCHWIETERMAN@CESOINC.COM 01011.1man "Ri ► ► ., ► _ elf , VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY40509 CONTACT:JOHN CULLEY PHONE: (859) 221-8641 EMAIL: JOHN.CULLEY@VALVOLINE.COM ARCHITECT: CESO, INC. 175 MONTROSE W. AVE SUITE 400 AKRON, OH 44321 CONTACT: HEATH MINYARD PHONE (479) 321-3225 EMAIL: MINYARD@CESOINC.COM GOVERNING AGENCIES AND UTILITY COMPANIES: VARIOUS UTILITIES THAT DO WORK WITHIN VARIOUS PARTS OF THE CITY/COUNTY ARE LISTED BELOW AS AN INITIAL AID TO THE ENGINEER. PLEASE VERIFY LOCAL UTILITIES IN THE VICINITY OF THE SITE AND INCLUDE THEIR CONTACT INFORMATION ON THE PLANS ACCORDING TO THE FOLLOWING FORMAT: SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 WATER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 STORMWATER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 ZONING: ALBEMARLE COUNTY ZONING 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 296-5832 PROPERTY DATA: PARCEL OWNER: TM: PARCEL ID: I_TUU:aX PROPERTY AREA: ZONING: ADDITIONAL ZONING OVERLAYS: EXISTING USE: PROPOSED USE: FLOODPLAI N: DISTANCE FROM PROPOSED INGRESS/EGRESS TO NEAREST STREET INTERSERCTION BUILDING SETBACKS/REQUIREMENTS GAS SERVICE: CHARLOTTESVILLE GAS CONTACT: IRENE PETERSON EMERGENCY: (434) 970.3812 ELECTRIC: DOMINION VIRGINIA POWER CONTACT: KELVIN PARKER EMERGENCY: (434) 972-6738 COMMUNICATIONS: EMBARQ/CENTURYLINK CUSTOMER SERVICE: (434) 974-6928 CITY OF CHARLOTTESVILLE RIO MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VIRGINIA EROSION &SEDIMENT CONTROL & STORMWATER MANAGEMENT PLANS FOR VALVOLINE INSTANT OIL CHANGE FIRST GOLD LEAF AND TRUST 45-111C 04500-00-00-111CO GANDER DRIVE CHARLOTTESVILLE, VA 22901 49,546.90 SQ. FT. (1.14 AC.) HIGHWAY COMMERCIAL (HC) ENTRANCE CORRIDOR DISTRICT AIRPORT IMPACT AREA UNDEVELOPED VACANT LOT MOTOR VEHICLE SERVICE AND MAINTENANCE ENTIRE SITE IS IN ZONE X - AREA OF MINIMAL FLOOD HAZARD FEMA MAP NUMBER: 51003CO279D, EFFECTIVE 02-04-2005 APPROXIMATELY 418 FT. ALONG GANDER DR. CENTERLINE REQUIRED PROPOSED FRONT (MINIMUM)*: 10' FROM THE R.O.W. OR THE 89.8' (ROUTE 29) EXTERIOR EDGE OF THE 70.4' (GANDER DRIVE) SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE R.O.W. FRONT (MAXIMUM)*: NONE, ON ANY LOT, INCLUDING A CORNER LOT, ABUTTING A PRINCIPAL ARTERIAL HIGHWAY OR INTERSTATE SIDE: NONE 51.53' - 123.78' BACK: NONE 82.50' *FRONT SETBACK APPLIES FOR BOTH ROUTE 29 AND GANDER DRIVE MAXIMUM BUILDING HEIGHT: 65' 28.9' (1 STORY WITH BASEMENT/LOWER LEVEL) MAXIMUM SQ FT COMMERCIAL USE: 22,533.90 SF (LEASE AREA) BUILDING AREA: 3,776 SF GROSS FLOOR AREA: 1,882 SF GROSS (LOWER LEVEL) 1,1891 SF GROSS (UPPER LEVEL) PROPOSED LAND COVER BUILDING FOOTPRINT: 2080 SF (0.05 AC) (4%) IMPERVIOUS: 23,512 SF (0.52 AC) (47%) OPEN SPACE: 23,955 SF (0.57 AC) (49%) PARKING SETBACKS/REQUIREMENTS FRONT: 10, 14' SIDE` 0' 27.7' - 22' REAR: 0' 31.6' STALL DIMENSIONS: 10, X 18, 10, X 18, PARKING CALCULATION: TOTAL PARKING SPACES: 12* 13 (11 ADDED + 2 EXISTING) ADA PARKING SPACES: 1 2 *AUTOMOBILE SERVICE STATION: ONE SPACE PER EACH EMPLOYEE PLUS TWO SPACES PER EACH SERVICE STALL # EMPLOYEES: 6 # SERVICE STALLS: 3 (1 * 6 EMPLOYEES) + (2 * 3 SERVICE STALLS) = 12 PARKING STALLS IN CHARLOTTESVILLE, VA 22901 MARCH 2O20 SHEET LIST TABLE CIVIL DESCRIPTION C1.0 TITLE C2.0 EX. CONDITIONS & DEMOLITION PLAN C3.0 SITE PLAN C4.0 GRADING PLAN C5.0 EXISTING DRAINAGE C5.1 PROPOSED DRAINAGE PLAN C5.2 STORM SEWER PROFILE C5.3 DRAINAGE DETAILS C5.4 DRAINAGE DETAILS C6.0 EROSION & SEDIMENT CONTROL PLAN - PHASE 1 C6.1 EROSION & SEDIMENT CONTROL PLAN - PHASE 2 C6.2 EROSION & SEDIMENT CONTROL NOTES & DETAILS C6.3 EROSION & SEDIMENT CONTROL DETAILS C7.0 CONSTRUCTION DETAILS C7.1 CONSTRUCTION DETAILS C7.2 DUMPSTER ENCLOSURE DETAIL TOTAL NUMBER OF SHEETS: 16 TM 45-111A FIRST GOLD LEAF LAND TRUST WENDELL WOOD, TRUSTEE ZONING: HC PARCEL ID: 04500-00-00-11100 USE:VACANT PROJECT/ LEASE AREA TM45-11A PLANTERS BANK & TRUST COMPANY OF VIRGINIA ZONING: HC PARCEL ID: 04500-00-00-111A0 USE: BANK I� t TM 45-11 C FIRST GOLD LEAF LAND TRUST ZONING: C PARCEL ID: 04500 0-00-111C0 U.S. ROUTE 29 SEMINOLE TRAIL VARIABLE WIDTH RIW ABUTTING PARCEL MAP V=100' TM 45-110C FIRST GOLD LEAF LAND TRUST ZONING: HC PARCEL ID: 04500-00-00-11000 USE: SHOPPING CENTER . 1 � F �t r TM 45-110 PTAP INVESTMENTS LLC & APTAP INVESTMENTS LLC ZONING: HC PARCEL ID: 04500-00-00-11000 USE: SHOPPING CENTER © 2020 Microsoft Corporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus DS tiCHARLOTTESVILLE VIRGINIA RICHMOND • ROANOKE CHESAPEAKE LOCATION MAP NO SCALE VICINITY MAP NTS SIGNATURE BLOCK DEVELOPMENT PLANNER DATE DEVELOPMENT ENGINEER DATE ALBEMARLE COUNTY SERVICE AUTHORITY DATE ALBEMARLE FIRE RESCUE DATE ARCHITECTURAL REVIEW BOARD DATE ALBEMARLE BUILDING OFFICIAL DATE VIRGINIA DEPT OF TRANSPORTATION DATE 0 BENCHMARK ELEVATION* DESCRIPTION BM #1 459.30' NW CORNER OF PARCEL B BM #2 456.52' SE CORNER OF PARCEL B *VERTICAL DATUM: NAVD88 SOURCE OF TOPOGRAPHY: U.S. SURVEYOR SURVEY PROVIDED BY: U.S. SURVEYOR 4929 RIVERWIND POINTE DRIVE EVANSVILLE, IN 47715 CONTACT: MICHAEL FELDBUSCH PHONE: 1-(800)-867.8783 EXT. 208 MFELDBUSCH@USSURVEYOR.COM CESO PROVIDES NO GUARANTEE TO THE ACCURACY OF THE SURVEY PROVIDED BY U.S. SURVEYOR. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID AND CONSTRUCTION. APPROVED by the Albemarle County Community0De 12opment Department Date I U File WP0202000035 a $1lor-60gN y FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO 99W.eeeeilre.ee■ N N N N N d N O N 0 0 0 0 0 0 H w w w J H a w O w Lu a of rwn z z a w U) a- > g F w a _ LU a z � izz ? o �I�IMINI�IZI O O) N N L1J cD > Z Q LLJ = J UJ J CO OW Z Z = wU Z IJJ J Q J >w 0 z Q 2020 CESO, INC ZACHARY DAVID V """/ 9/21/2020 Ff0c1 No,757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title TITLE Drawing No, C1.0 N N N Fo 45 INV=455.51'/z- A� 2�eQ Oq� O �o P.O.B. / \ / A ¢�?• / P.O.C. q LEASE SpNq<T \ 0 abg FOUN%D 0112 1/2"REBARGY/ / OAK L/NC LNCAP / P V/RG/N/AELEC D 5l • 0 • B - 10' PIyERESRIT ss, S a•4 00LEASE OB3925 / 4 /g, \ N/F �/ 9 /\ PGS52 v CPP 3j6> / • E W PLANTERS BANK & TRUST / R' ',' COMPANY OF VIRGINIA / / \ 7 C � � / BK 4659. PG 32 FOUN01/2"REBARGY/ a PARCEL#04500-00-00-111A0 qSA ZINCOZNCAP ti / 0 ISo / Ix,I cOVNO 1/2"REBAR 9q �/ 8 J c\ \ \ S" 75yf 3 ly/L/NCOLN LEFERIOC / \ 's F is 0 (�S) / CONTROL CAP / 2\ \ g 7 .��// 20,00 4 / \ sS•15, + 2 / 6 4 61g4• po R '�O - 49, � L0 ESU/LLE MT Q \ \ F 4 4 hhh"' 2v' / �/`~/ \ / G61 2(IV VACANT 5 J k7` q CENTRAL TELE CO ESMT 94' ? '� N I BUILDINGS AT / �~ OB3919 / / / T�1E OF SURVEY PGS999 LEASE _ a a 24533.90 Sq. Feet Q / 2 ` 0.52 Acres Qv 456 1 Q' wv N=a53.o9' 7 LAT�38°05'27" N � LONG: 78°28'05" W p QJi=C� / 0. / / \ kQ• 2 \ FOUN01/1"REBA,�GY/ L/NCOL CAP TOC- 3.15 / \ V4R/ABLEGY/OTH, (\' EASEMENT 3 \ OB 3577PG 651 G TOC=456.95 / / 4 �� N INV=441 .75' r[ SA \ FIRST GOLD LEAF LAND TRUST H O n� A �4.4 � AQ�,L 1500 WENDELL W WOOD, TRUSTEE BK 6 / i 4T6 7 ) ^\ �7000 \ °D PARCEL#045009 00-00PG 2 11100 A /; \"p,GN \ \ GNOLI� / CID""I \� �\o\C/TYOF�'H,4R2'OTIT�ES�/L oL Nam^2" R15L / ev H L SqN TOC=456.64' h�0 2 / / I I / ALBBRLE INV=446.69' 1 11I SSWR SMT 7 L >S00 �OUNO 1/2"REBARGY/ y 5 A I I I I I I I �QB997 p v \ ?SqN rya L/NCOLNCAP p' B), I I I / MULTI R U E T\ ALBEMARLESERU/CE L AUTHOR/TYESMT IV BIRCH � � L LL OB4332 2vav PGS � _ - _, PGS264 LINE BEARING DISTANCEC/dO / SRiMe 1.14 AC. Lt R N 30-32.19" E 18.56' 2994659RLEDEEDESMT \ \ L2 M N 30-35'40" E 15.37' cio0 L3 R N 24-44'19" E 15.4V PGS32 -- \ L4 M N 24'42'36° E 15.41' XT/ C 643NT \ S S \ \ 760 / 6 ^� \ f 0?s• / 70'PR/V,4TEA0CESS \ EASEMENT \ \ OB 4659PG 32 20 0 20 40 GRAPHIC SCALE (IN FEET) DEMOLITION PLAN GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LOCAL JURISDICTION, AND ALL UTILITY PROVIDERS LOCATED ON -SITE AND IN THE RIGHT OF WAY. 2. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER LOCAL PROJECT SPECIFICATIONS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL STATE/LOCAL ONE CALL AND CONTACT ALL UTILITY COMPANIES TO SCHEDULE UTILITY SERVICE REMOVAL AND/OR ABANDONMENT. ALL UTILITIES SHALL BE REMOVED AND/OR RELOCATED PER THE SPECIFICATIONS OF THE UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITH THIS WORK. 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION APPROVED BY THE GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FOUNDATIONS, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED. 7. CONTRACTOR MAY LIMIT SAW -CUT AND PAVEMENT REMOVAL TO THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED TO ANY OF THE SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 8. SAW -CUT AND REMOVE TO FULL DEPTH AT ALL PAVEMENT/SIDEWALK LIMITS OR TO EXISTING JOINTS. 9. CONTRACTOR SHALL MAINTAIN A WELL -DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUCTION. 10. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. 11. EXTENT OF DEMOLITION WORK IS NOT LIMITED TO WHAT IS SHOWN TO BE DEMOLISHED ON THIS PLAN. DEMOLITION WORK MUST BE COMPLETE SO THE PROPOSED STRUCTURES AND APPURTENANCES CAN BE CONSTRUCTED. 12. ALL POTENTIALLY HAZARDOUS/TOXIC MATERIALS MUST BE REMOVED FROM THE SITE PRIOR TO DEMOLITION, AND PER DIRECTION OF THE ENVIRONMENTAL ENGINEER. 13. FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTING FROM THE REMOVAL OPERATION. 14. ALL MATERIALS AND STRUCTURES DESIGNATED AS "TO BE REMOVED" SHALL BE DISPOSED OF OFF SITE AND AT THE COST OF THE CONTRACTOR. 15. DEAD SEWER CONNECTIONS OR MAINS BEING REMOVED SHALL BE REMOVED TO THE RIGHT-OF-WAY (UNLESS PLANS OR UTILITY OWNER SPECIFY OTHERWISE) AND SEALED AND MADE WATERTIGHT. 16. ALL TRENCHES, HOLES AND PITS RESULTING FROM THE REMOVAL AND ABANDONMENT OF ANY STRUCTURE OR OBSTRUCTION SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 17. THE CONTRACTOR SHALL STRIP AND REMOVE (OR STOCKPILE) ALL TOPSOIL PRIOR TO COMMENCING WITH ANY EXCAVATION OR DEMOLITION. LEGEND EXISTING FEATURES LEGEND APPLIES TO ALL CIVIL SHEETS R/W RIGHT OF WAY LINE - - - - PARCEL LINE SUBJECT PROPERTY BOUNDARY LINE EASEMENT LINE CURB EDGE OF PAVEMENT EDGE OF WALK PAVEMENT MARKINGS STM STORM SEWER SAN SANITARY SEWER W WATER LINE G GAS LINE 0HE OVHD ELECTRIC LINE UGE UGND ELECTRIC LINE UGT UGND TELECOMM LINE - - - - /00 - - - - MAJOR CONTOUR MINORCONTOUR nnnnnnnnnnnnnnnnnnnnnnnnnnnnnn GUARDRAIL NO BUILD AREA MONUMENT FOUND CLEAN OUT c/P ® MAG NAIL FOUND ®D STORM DRAIN MANHOLE 0 BENCHMARK SEWER MANHOLE H WATER VALVE o TELEPHONE BOX ® WATER METER O TELEPHONE MANHOLE HYDRANT o TELECOMMUNICATIONS ,Oq PEDESTAL poS ►� FIRE DEPARTMENT CONNECTION O CODED NOTES: 1. STRIP GROUND COVER AND TOPSOIL, AS NECESSARY. 2. PROTECT EXISTING CURB TO REMAIN. 3. PROTECT EXISTING UTILITY STRUCTURE TO REMAIN. 4. PROTECT EXISTING UTILITY LINES TO REMAIN. 5. PARKING SPACE TO REMAIN. 6. EXISTING SIDEWALK 7. TREE PROTECTION. VERIFY LOCATION WITH OWNER'S REPRESENTATIVE ON -SITE. SEE LANDSCAPE PLAN FOR DETAILS. 8. RAIN GARDEN REMOVED BY OTHERS, SEE WP0201300002 APPROVED 07/21/2020 PROPOSED TBR REMOVE AND DISPOSE OF EXISTING PAVEMENT, SIDEWALK, AND BASE MATERIALS REMOVE AND DISPOSE OF EXISTING CURB LIMITS OF DISTURBANCE TREES TO BE REMOVED ga,ail .com FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO rrr.e�����e.e�■ N N N N N d 0 0 0 0 0 0 ~ m w U) o N Of U w z a d I - w rn IL z a a- r Goa z L ¢ m U) z 0 a- z Z a r m z L W z z g a t- J ? U) w > W w Z 0 m 7 M N O z CD N N LLJ Z Q Lu = J U> J W 0LLI Z 0 47 < Z Lu v Z_ Lu J > J In Q ry, > Lu 0 Q 0 2020 CESO, INC ZACHARY DAVID FRESH JOK �. NewatICII(�1�75 Project No, Al , 9/21 /2020 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing TiOe EX. CONDITIONS & DEMOLITION PLAN Drawing No. C2.0 + + + DUMPSTER CONCRETE PAD CONCRETE PAVEMENT WITH �Cv �4 G� O6 R U / / �V o 14.1 \ 8. ALL SIGNAGE SHALL COMPLY WITH THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. BLACK COLORTOP SEALANT Nep 40�pa 11 11 1► R5.0 20, p=o pJ a % 0 R5.0 Q h ' !�9. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH THE STATE DOT AND THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM G ii TRAFFIC CONTROL DEVICES. ASPHALT PAVEMENT J Wq CENTRAL TELE CO Z7Sd97- 2 / O /% R5.0 ` ' p ����� a. LANE LINE: 6" WHITE OB3919 / / 6 / O 39.0 ` ¢¢�O O b. PARKING STALLS: 4" WHITE W PGS899 �` "• 1/ 7 + + + ` �� C. STOP LINE: 24" WHITE O PARKING SPACE COUNT ,tiF' Q - / g"• ° + ; ` d. CROSSWALKS: LONGITUDINAL 24" WHITE (PER VDOT STANDARDS) 89.80 p / / + + ' + ` DETECTABLE WARNING MAT. -' ;!.� ,' 18.0 ` �' � e. HANDICAPPED STALLS: 4"YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS f000VIOC 26.52 / ; "(.: GANDER DRIVE Y``, ` / Z 40 = LIGHT POLE A = 2,080 SF; H = 28'-11" �,,: 10. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE. 70.44 ` 11. ALL LIGHT POLES TO BE LOCATED 2' FROM BACK OF CURB AS MEASURED FROM THE FACE OF POLE FOUNDATIONS, UNLESS OTHERWISE CONCRETE BUMPER BLOCK AK 24.0 UAR/ABLEGY/OTHACCES, NOTED ON PLANS. EASEMENT R24.0 11/ \ (` 3 4~ OB3577PG551 12. ANY SIDEWALK, EXISTING CURB, OR PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPLACED. R 7 a• 12.0 • .. q i c N / 13. PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED. / 7 / �N 5968 `p° ARCHITECTURAL REVIEW BOARD NOTES: UTHO / ESMT 16 \ e'er / / ` C>� 14. HANDICAP REQUIREMENTS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIREMENTS. DEVELOPMENT SHALL BE IN ACCORDANCE WITH 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL D 20.0 F a ` / FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES ACT BE ELIMINATED. FIRST GOLD LEAF LAND TRUST ACCESSIBILITY GUIDELINES. AK \ \ \ y OOga yi 17 / WENDELL W WOOD, TRUSTEE o 3 '' 11 BK 4659. PG 32 15. PRIOR TO FINAL ACCEPTANCE OF STORE BY OWNER, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH. � / 15 R5.0 � I % � � PARCEL#04500-00-00-11100 h \ 2" MAGNO 92 33 1 f� (TYP.) O / o ^ 16. ALL CURB RADII TO BE 5', UNLESS OTHERWISE NOTED ON PLAN. (0 .N \ C/TYOF HARLOTTESNL IM / 18.0 1 y� °v 2" HOLL PGS9 ° a° \ 20.0 5 (TYP % 24.0� N / 17. KNOX BOX FOR FIRE ACCESS REQUIRED FOR BUILDING. LOCATION TO BE COORDINATED WITH FIRE MARSHAL'S OFFICE. / 123.78 2 2 \ ALBRLE \� (TYP.) R2.0 NN SS SMT Sao 7 73 , 5" CA 8997 MAG I � ` NVy� 7 P ULTI RU E T ` rq N ALBEMARZESERU/CZ7AUT90RITYESIWT 10� IV BIRCH p HO R10.0 994332 © PGS Ho PGS2N I 5 \\\ I v ULTI-T UNK 7 � / O (TYP.) VE IRCH 10.0 5.5 / (TYP.) ' MULT TRUNK D 2000 \ a O18.0 20.0 4" OAK RI R BIRC LY HOLL \ R6.0 7 (TYP.) 411.0 a� 5.5 a O R2.50 16.0 G VARIABL WIDTH I d I y� RAIN E E E NT 40.0 / / 6.0 R5.0 D 40. PG 43 f5"HOPEQ IB% q \ S O '4 �OMAPPROI�EO \ � i QF S/TEP[AN/ 2.0 / /V s' B 6 g A (TYP.) o I 6S'SOS, _ / � / 21.33 S 2' D 5.5 PARCEL B 5.0 4 !+ + + + FIRST GOLD LEAF LAND TRUST PTAP INVESTMENTS LLC ET AL + + + OB �41 / I / d 16I BK 865. PG 165 BK 4659. PG 32 12 1,1.5 30 90' / / / PARCEL#04500-00-00-1 1 1CO PARCEL#04500-00-00-11000 7 49546.9 SQ. FT. 8 .,..1 + + + o/ • .. 1.14 AC. LINE BEARING DISTANCE L1 R N 30-32'19" E 18.56' L2 M N 30-35'40" E 18.55' L3(R) N 24-44'19" E 15.37' L4 M N 24-42.36" E 15.41' FOUND 112WEBARGY/ \ oAK L/NC LNCAP M" / LEGEND ULRG/N/AELEC o �' SITE PLAN GENERAL NOTES: SPGUERESA9T s s 24•soo j EXISTING a. S'7 44119 N/F 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS, INCLUDING PGS52 3> > f F � • w PLANTERS BANK & TRUST • ` BUT NOT LIMITED TO O.S.H.A. STANDARDS. REFER TO EX. CONDITIONS AND DEMOLITION •A( ^' COMPANY OF VIRGINIA / PLAN SHEET FOR EXISTING FEATURES LEGEND 9 BK 4659. PG 32 2. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION. S PARCEL#04500-00-00-111A0 MAINTENANCE USE AND rya PROPOSED h f500 S S•7S EASEMENT AGREEMENT ALLOW = / 3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE, BUILDING 7 4 VALVOLINE TO USE PARKING BUILDING "16' " f 7S PGSD721 50094 DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT. ' CONCRETE CURB / J BEMA LE E V/CE 5.0 i '\ 4- 7 JO. / / / 4. REFER TO CONSTRUCTION DETAILS / GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS. "AOR ESMT / R24.0 S ) / / PAVEMENTNVALK 5, CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL, ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE OB4320.0 22 3 STATE SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). • P • PGS2B4 e . \ , S CONCRETE R3.50 5 S ss.�s / 6. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED �' • 24.0 (TYP.) 42., F v 32 / h ^ PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. + + + 51.53 6 \4.0 REE ) % 18.0 , 20.0 17 1 \ ALBEMARLEDEEOESMT 094859 \ I 43.0 / 5.0 / 5.5 a + + + + /. / '.. a 18.0 PGS32 j1 VIDC /.. . \ / 3 + 'qR,�_� , / GANDER DRIVE f \O CODED NOTES: \ A = 2,080 SF; H = 28'-11" °//' 2 3 10 I 1. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE AND PAVEMENT MARKINGS. REFER TO CONSTRUCTION DETAILS. \ 16.0 4 .: if' R5.0 2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO CONSTRUCTION DETAILS. 5.0 I R12.0 / I 3. FLUSH CURB /, p)/. a Q 4. TRANSITION CURB TO FULL HEIGHT IN 10' I /� \ // 43.0 I 5. PROPOSED PAVEMENT MARKINGS. 24.0 / \ 6. ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS I . 6 7. CONCRETE WALK, PER CONSTRUCTION DETAILS 5.0 4 8. CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT, PER CONSTRUCTION DETAILS. \ // / / 13 20 0 20 40 9. PROPOSED MONUMENT SIGN, PER SIGNAGE PLAN. GENERAL CONTRACTOR TO PROVIDE ENTIRE BASE FOR MONUMENT SIGN. I �- • ` �.\ // 14 d 10. DUMPSTER ENCLOSURE & CONCRETE PAD. SEE C7.2. • 2 Pro]ec GRAPHIC SCALE (IN FEET) / O\ IV Scale 11. LIGHT POLE BASE, PER UTILITY DETAILS. I \'�BJ ` Drawr 12. PROPOSED BIKE RACK, PER CONSTRUCTION DETAILS. 4 . \ Check 13. GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR BELL RINGER. CONDUIT TO BE INSTALLED UNDER CONCRETE SIDEWALK, ADJACENT 5 .- / 8.0 \- ° o. \ ` Date TO BUILDING, AND STUB OUT OF CONCRETE CURB. REFER TO ARCHITECTURAL PLAN, A3.2, FOR ADDITIONAL INFORMATION. I (TYP.) I Dig With 0�� 7 a 4 . � '/ 11.0 3 2 Drawn 14, CONDENSING UNIT. REFER TO MECHANICAL PLANS. \ 20.0 Ck R2.0 15. GENERAL CONTRACTOR TO PROVIDE ANCHOR DIAMOND PRO RETAINING WALL OR EQUAL. RETAINING WALL FACADE TO HAVE SMALL FORTY-EIGHT TO COMMENCE, , THE CONTRACTORS SHALL HOURS BEFORE DIGGING IS SCALE BLOCK WITH MUTED EARTH TONE COLOR. SEE DETAILS FOR TYPICAL SECTION. SEE GRADING PLAN FOR ELEVATIONS. HEIGHT VARIES (MAXIMUM HEIGHT OF 4.25') NOTIFY THE FOLLOWING AGENCIES: VIRGINIA \ 5.0 O ONE CALL AT 811 OR (800) 552-7001 AND ALL ++ OTHER AGENCIES WHICH MIGHT HAVE MAGN 16. GUARDRAIL PER VDOT STANDARD DETAIL GR-2. UNDERGROUND UTILITIES INVOLVING THIS 17. PROPOSED UTILITY EASEMENT. SEE UTILITY PLAN PROJECT AND ARE NONMEMBERS OF VIRGINIA oNECALL. ENLARGED PLAN`. ACCESSIBLE PARKING AREA 410 18. PROPOSED CROSSWALK PER VDOT STANDARDS. 11.= 10' CESO 999.6280100.800 N N N N N d N 7 O N m 0 0 0 0 0 0 N C O y E a J y ¢ c w o N m U) m Of w z w J J H a o U) w o ¢ o Q Q ofrA Z a m Z g w ii rA d w > r Z F- I.- Of rn a rn J w z (L z ILLG_ ? 0 M 7 M N O Z CD CY) N N LLI Z Q Lu = J U> J_ OLu Z 0 • U) Z Q Ll 0 Z L1 J > > Q > w 0 Q 2020 CESO, INC ZACHARY DAVID FRESH ' L. N*v&4GD6flVS 1 1 . we 9/21 /2020 757280 AS NOTED BAB TJV 03.06.20 SITE PLAN Drawing No, C3.0 4 0 Ci N O W�q C 4' ov 4 4 3 447 4v1 ti7 .�• TOC-456.94' INV N=453.09' �- INV S=453.03' 4 I I }-(l�-,�� 456, `-�Fj' OAK J / 0 /' TBW=W=451.88 451.88 n� h fil OAK % TW456. / BW=452. / ) rn 4 _ -cip i6.64' v7 2 3.69' 2 I, OA� � I 0 // f I I Q i i 4" OAK ; h / / 2" 0 �Mf $ TB0>K1 NgCr FOUND 1/2"REBARGY/ L/NC LN04P D Bg. S 2q•4 00. TC=459.51' / BC=459.01 / SS'S7S 76 • N/F PLANTERS BANK &. TRUST COMPANY OF VIRGINIA BK 4659. PG 32 RCEL#04500-00-00-1 1 1A0 qSp yql T O 391 TC=458.49 O BC=45T99 =456.67 456.17 TC=457.04 BC=456.54 e •� TC=4.0 6.40 � g S � •. eC=4f 5.90 P 7 TC=456.68 BC=456A8 TC=457.72 BC=457.22 �, TC=456.98 1 BC=456A8 y yo TC-4%67 BC=456.17 456.94 VIOL GANDER DRIVE A = 2,080 SF; H = 28'-11 FFE = 457.04' TC=457. TW=456.27 Z 454.52 BW=454.13 TC=455.02 MAG I BC=454.52 4 TW=455.40 1► MULTI -TRUNK BW=454.43 RIVER BIRCH 2 LY S TW=454.48 BW=454.45 LLY 4000F 455.12 MULTI -TRUNK TC=455.12 RIVER BIRCH�}�, r+ BQ=454.62 }�M-U�/LTI-TRUNlK \� �Lr ',yam-\��J 454.92 RIVER BIRCH 2; HOLLY "2" HOLLY c/o0 \ / E4 U1 N� m O �Q " E 9/��P,o zo o zo ao 4g S (R) 456.98 (M.E.) (1�) =456.48 (M.E.) GRAPHIC SCALE (IN FEET) C=45/.6U TC=456.77 IC=457.10 BC=456.27 O CODED NOTES: TC=456.96 1. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 10' (UNLESS TAPER 157.14 BC=456.46 ` LENGTH NOTED IN PLAN) \ 2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO 456.01 CONSTRUCTION DETAILS 455.89 (M.E.) 3. TRANSITION FROM EXISTING CURB TO BACK OF CURB. SEE DETAIL \ THIS SHEET. 4. TREE PROTECTION. VERIFY LOCATION WITH OWNER'S REPRESENTATIVE ON -SITE. SEE LANDSCAPE PLAN FOR DETAILS. 5.66 0 455.54 (M.E.) q� `3 q Nry v q 455.00 (M.E.) , N/F /FIRST GOLD LEAF LAND Tf WENDELL W WOOD, TRUS c BK 4659. PG 32 4.78(M.E.) PARCEL#04500-00-00-1 O " n' o C=455.33 0.3- of eF , \ /FROMAPPRO!/EO f O A 6S, S/7EPL4N/ c/o / c f RiiyG OU//// PARCEL B S0 30 6'• W 0,:, PARCEL (R) \ FIRST GOLD LEAF LAND TRUST PTAP INVESTMENTS LLC ET A,LS'08 BK 865. PG 165 BK 4659. PG 32 PARCEL#04500-00-00-111CO PARCEL#04500-00-00-11000 `- 49546.9 SQ. FT. e 1.14 AC. I 456.21 L �O LINE BEARING DISTANCE L1 R N 30-32.19" E 18.56' L2 M N 30-35'40" E 18.55' L3 R N 24-44'19" E 15.37' L4 M N 24-42'36" E 15.41' c/o0 ra TC=457.72 TC=457.04 BC-457.22 TC-457.93 �r I BC=456.54 BC=457.43 1 I TC=456.93 BC=456.43 I I TC=456.68 BC=456.18 I TC=456.55 =456.68 TC-456.98 ' BC=456.05 TCBC=456.18 BC=456.48 0 TC=456.55 SW- 5T ' BC=456.05 SW=456.92 _ _ _ _ I � I SW=457.04 v �® FIFE =457.04' )L I TC=456.93 456.94 I cl TC=456.94 BC=456.43 456.94 gC 456.44 ENLARGED PLAN: SOUTH PARKING AREA ill =10' ENLARGED PLAN: NORTH PARKING AREA & TRASH ENCLOSURE 1"=10' TC=457.67 rl BC=457.17 I I 457.14 I I I 456,44 456.78 I 56.70 /mj LEGEND REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS 77777777777777777. BUILDING 320 - MAJOR CONTOUR r2� - MINOR CONTOUR STORM SEWER STM coo CLEAN OUT p DOWNSPOUT CONNECTION MANHOLE CURB INLET CATCH BASIN FINISHED GRADE ELEVATION FTC=X-xx-x-xl TOP OF CURB ELEV. BC=XXX.XX BOTTOM OF CURB ELEV. SW- TOP OF SIDEWALK ELEVATION TW=XXX.XX TOP OF RETAINING WALL ELEVATION BW=XXX.XX BOTTOM OF RETAINING WALL ELEVATION r EXPOSE BACK OF CURB 6" (M.E.) MATCH EXISTING ELEVATION EXISTING CURB L WASHED GRAVEL TC TOP OF CURB \� (SEE LANDSCAPE PLAN) BC BOTTOM OF CURB 11I-111L. _i _I -'- - - X_ XX%� SLOPE ARROW GRADE BREAK PROPOSED CURB EXISTING CURB TO PROPOSED CURB TRANSITION N.T.S. GRADING PLAN NOTES: 1. ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A VALVOLINE INSTANT OIL CHANGE REPRESENTATIVE. 2. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY, AND STATE DEPARTMENT OF TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS, 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE STATE ONE CALL SYSTEM AT LEAST THREE (3) WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS. 4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 5. THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. V LOOSE LIFTS TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D1557, ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION. 6. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB -OUTS, INCLUDING ROORFOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 7. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. 8. MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALVE BOXES, ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE. 9. UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED, 10. ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE DIFFERENCE OF 6"+/- DEPENDING ON FIELD CONDITIONS AT THE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES. 11. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURING CONSTRUCTION TO THE ORIGINAL CONDITION OR BETTER. 12. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 13. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF DISTURBANCE AND NOTES. 14. THE CONTRACTOR SHALL COMPACT FILL UNDER ALL PARKING, BUILDING, AND DRIVE AREAS AS DIRECTED BY THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 15. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER. 16. THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED, ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB. 17. ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. 18. SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE. 19. VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS. 20. ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. 21. ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND A MAXIMUM LONGITUDINAL SLOPE OF 5%, UNLESS IN AN APPROVED ADA RAMP. 22. CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO CONSTRUCTION. 23. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BE ACCURATE. PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED, ADVISE VALVOLINE CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES. Dig With QOQ FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL, CESO N N N N N d 0 0 0 0 0 0 ~ m w V) o N N Of U) W Z CN J a J d H w O � aQo a a d F U)a z ILL m U) Z a O � ¢ Z (L F rn z L w of z g w ~ J ? Lu U) w > IY Ir w Z O M 7 M N 6 z CD rn N N LJJ z- Q Lu = J U> J_ OLu Z 0 • U) z< _ Lu U Z_ Lu J Q J 0 z Q 2020 CESO, INC ZACHARY DAVID FRESH ' L. Nev&4OD6117S Project No, 9/21 /2020 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title GRADING PLAN Drawing No, C4.0 69 i 0 CQ y TOC=456.94' IN N=453.D9' O� / �- INV S=453 03' t $ TBM X1 / FOUND //2"RS94,7 Y/ OAK L/NC LN04P P S 5 6 `so ss• aj4 4 00. "1y17� 3j'. j f h 4 Ig \ PLANTERS BANK & TRUST COMPANY OF VIRGINIA � cQcu BK 4659. PG 32 -i- \ c \ S I PARCEL#04500-00-00-111A0 � / �� S�1 Qspyq h�/ / �� S S• S4 CT 94, / + �� S •, is \ Al +/ / + /+ + + + + + +/h, E�T/ / + l+ + (+ + + + + \+ F TR b F} +\ + + + + + + +,r + + + + \+ +l + +++ + +++ ++ + I+++++++++(+ + +. + + + + + + ae / + I + + + + + +/ + + + + + + ass/2 + t + + + + i+ + + + + + + 7 / + + \ + + + + + • + + + + + + + + + + �z , / / + + + \ + + + + - + + DRAINAGE AREA E1 + / / / + + + + + + AREA = 0230 AC 4r / DRAINAGE AREA E2 l+ + + IMPERV = 31 /o + + + AREA = 0.327 AC + + + + C = 0.49 c IMPERV=0% ry AK 1 + + + + + C=0.30 + + + + + + + + + + o%W / I + G +\ \� + + + + \+ + I + + + + SA/� ✓ + + + + + +\ + + + r6+ +� +++ a+2s9N+- + + + + �+ 1 j A + + + + + + vo \ lJ\ ^/ I/ r �r /q�7 \\,\�N \ y"Y NO + + + f+ -E- + + + /o �: `. 2" H06L \N 2" HLILY 1 1 + + AILS Nh . 1114- irg- �hh�T 9 , Vab�/ �O� 20 0 20 40 4 �% = 4� 7 GRAPHIC SCALE (IN FEET) N/F FIRST GOLD LEAF LAND TRUE WENDELL W WOOD, TRUSTEE BK 4659. PG 32 PARCEL#04500-00-00-1 11 C 56694 l lI I I I \ \ \\ �\ \ L / +.�NN 2' A A + 72k N fib, \\ MULTI-TRU \ �IVER BIRCH � \\ �\'r\� " HO Y \ � Z- 2" ILL R VER BIRCH \ \ \ 2" HOLLY a / /� \ 947 J / \ \ MULTI -TRUNK �\ 4" OAK '� \\\ �� \ RIVER BIRCH 2" HOLL 0 L9% 36 \ S �ROMAS/TEPLAN/ At 6S SD, F B7,, 0 \ �o PARCEL B \ w (R) \ l 6 N/F\ N F FIRST GOLD LEAF LAND TRUST 'J // \TAP INVESTMENTS �LL2 ET AS08, BK 865. PG 165 C PARCEL#04500-00-00-111C0 PARCEL#04500-00-00-11000 � 6, 49546.9 SQ. FT. LINE BEARING DISTANCE up 1.14 AC. / f L1 R N 30'32'19" E 18.56' / 1 \ L2 M N 30-35.40" E 18.55' woo L3 R N 24-44'19" E 15.37' \ L4 M N 24-42'36" E 15.41' RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SQ. FT.) (ACRES) (C) + + GLENELG LOAM LAWNS 6,909 O.Y59 0.30 + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 3,098 0,071 0.90 E1 TOTAL AREA 10,007 0.230 COMPOSITE C 0.49 + + + + + GLENELG LOAM LAWNS 14,264 0.327 0.30 + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 0 0.000 0.90 E2 TOTAL AREA 14,264 0.327 COMPOSITE C 0.30 '/ EXISTING DRAINAGE OVERLAND RUNOFF - (2 & 10-YR STORM) PROJECT: VALVOLINE INSTANT OIL CHANGE - CHARLOTTESVILLE, VA 10-Yr Drainage Total Area 2-Yr Rainfall Composite Runoff Runoff Description Tc Rainfall Area (Acres) Intensity Runoff Coeff Q (2 Yr) Q (10 Yr) Intensity El Overland runoff to Gander Drive 0.23 5.00 5.04 6.54 0.49 0.57 0.74 E2 Overland runoff to existing BMP facilities 0.33 5.00 5.04 6.54 0.30 0.50 0.64 •Mininum Tic of 5.0 minutes •• i = B/(Te+D)^E. 9, D, Efactors according to VDOT Drainage Manual App 6C-2 LEGEND REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS DRAINAGE BOUNDARY �► FLOW ARROW gam $1 .com / C A R E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL, CESO rrr.e�����e.e�■ N N N N N d 0 00000 N 0 y E y ~ m W U) > L N N Of rn w z J a J d H w rn IL a a a ¢ m a- o ¢ Z w of Z g a U) w d r U)a z L U) Z 0 (L r rn z L � J ? > w w Z 0 M 7 M N 6 Z CD N N W Z Q W = J U> J_ OILL, Z 0 < V) Of Z < LU U Z_ W J > > Q J of >0 Q U 2020 CESO, INC ZACHARY DAVID FRESH ' �. NewQ4iZ06�S Project No, 9/21 /2020 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title EXISTING DRAINAGE Drawing No, C5.0 a5 FOUND 1/2"REB,4RdY/ OAK L/NC0ZNC4P / Q / / � �� D S• S�q.4 00. 6 q'r \ N F / 3j6> r' Fe / 8^ W PLANTERS BANK & TRUST ` 1' J COMPANY OF VIRGINIA 4tv BK 4659. PG 32 PARCEL#04500-00-00-111AO qSP 30' DRAINAGE AREA 5 4.39 , AREA = 0.199 AC DRAINAGE AREA 4 / / f (M) AREA = 0.042 AC / ah IMPERV=84% o / IMPERV = 93 /o C=0.85 C=0.85 / o 5 h � + q5a / / \ 453 0. �v lSt 3 / Q. '�ti TOC=456.94' ��� / ^ Qss l 7 Q' INV N=453.09' O / / 1 �-- INV S=453.03' A- SF 8'-1 / bo AK / DRAINAGE AREA 3 A / V + AREA = 0.039 AC �Ir DRAINAGE AREA E2 IMPERV=100°10 / AREA = 0. 32 0 a "�� /6 sa C = 0.85 IMPERVC=0.36/ �� 1 9q O q ap0 �N\ \� `�_` 5 DRAINAGE AREA 2 i pb6 ^ J / �\ \ AREA = 0.148 �AC IMPERV=97/° / O 4,1 ^ _ I 456 C=0.85 Iz-¢ /\ ^ ll / r4A jJ\� \ � 3 3.694 / / / \ \ �\ ` ` \� 2 Gyre a \ MULTI-TRU IVER BIRCH FMVER BIRCH \ \ + V I ��t1Y�j MULTI-TRUUU K T*. 1 + + / 4" OAK �. \�\ �/ RIVER BIRCH \\\ �li 2" H L CA `a./ 5036'OF 9 \ P, / Qs l�\a1 1 0 0,:, PARCEL B \ / N/F\ I N F 19 h / FIRST GOLD LEAF LAND TRUST / / \TAP INVESTMENTS LL2 ET AL 08( BK 4659. BK 865. PG 165 C PARCEL#04500-00-00-1 11 CO PARCEL#04500-00-00-11000 4951619 AQC. FT LINE BEARING DISTANCE °,� f L1 R N 30'32'19" E 18.56' \ L2 M NN 24'430'35'40" E 18.55' crop L3 R 4'19" E 15.37' \ L4 M N 24-42.36" E 15.41' E � STORM SEWER NOTES: LEGEND / IV 1. ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING EXISTING A GASKET, SO AS TO PROVIDE A WATERTIGHT SEAL. REFER TO EX. CONDITIONS AND DEMOLITION ��. / 2. ALL STORM SEWER PIPES LESS THAN 12" DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE PLAN SHEET FOR EXISTING LEGEND ITEMS CONFORMING TO ASTM SPECIFICATION D3034, UNLESS DENOTED OTHERWISE ON PLANS. PROPOSED m a 3. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NOWSHRINKIING AND NON -CORROSIVE GROUT. DRAINAGE BOUNDARY \a / \� 4. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: 320 MAJOR CONTOUR REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV) 322 MINOR CONTOUR CESO POLYVINYL CHLORIDE (PVC SDR 35) HIGH DENSITY POLYETHYLENE PIPE (HDPE) STM STORM SEWER ■��,ttttltt.tt■ 5. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO UD 4" PERFORATED UNDER DRAIN INVERT OUT. $ s/ coo CLEAN OUT 0 0 0 0 0 I 6. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES. ry ry N N N f ohho/ p DOWNSPOUT CONNECTION m m m 9 N o TR 7. ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING 0 0 0 0 0 f 4 8 �R ^�� / ��0 2a o 20 ao RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 3" ABOVE FINISH GRADE. MANHOLE / 9• 0' _ �� 8. ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00%MINIMUM SLOPE UNLESS OTHERWISE NOTED. CURB DROP INLET GRAPHIC SCALE (IN FEET) DROP INLET 9. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. vy FLOW ARROW 10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. ,VN / DRAINAGE AREA E1 /qw AREA = 0.096 AC p IMPERV = 96% C=0.85 N/F FIRST GOLD LEAF LAND TRUS 3 / WENDELL W WOOD, TRUSTEE BK 4659. PG 32 PARCEL#04500-00-00-1110 o of � �i- h^• / I \ 15"HOPES 18% FROMAPPROIiEO \ S/TEPLAN/ \ LAND COVER & RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SQ. FT.) (ACRES) (C) GLENELG LOAM LAWNS 186 0.004 + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 4,005 0.092 E1 TOTAL AREA 4,191 0.096 COMPOSITE C 0.85* + + + + + + GLENELG LOAM LAWNS 1,276 0.029 0.30 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 145 0.003 0.90 E2 TOTAL AREA 1,421 0.032 COMPOSITE C 0.36 + + + + + + GLENELG LOAM + + + + + + HYDROLOGIC SOIL GROUP 6 LAWNS 223 0.005 IMPERVIOUS AREA PAVED AND ROOF AREAS 6,217 0.143 2 TOTAL AREA 6,440 0.148 COMPOSITE C 0.85* O CODED NOTES: 1. 4" SUMP PUMP DISCHARGE PIPE, 1% MINIMUM SLOPE 2. 6" SADDLE CONNECTION OR WYE 3. 6" PVC DOWNSPOUT PIPE, 1% MINIMUM SLOPE 4. MANHOLE AND OUTLET PIPE COMPLETED BY OTHERS. SEE WP0201300002 APPROVED 07/21/2020 5. 4" PERFORATED RETAINING WALL UNDERDRAIN. SEE CONSTRUCTION DETAILS STORM SEWER STRUCTURE SCHEDULE NO. STRUCTURE GRATE INVERT FLARED END SECTION 1 VDOT ES-1 W/ CLASS 450.71 (15" RCP) NE Al RIPRAP(EC-1) 451.90 (6" PVC) NW 2 DROP INLET 454.41 451.29 (15" RCP) N VDOT DI-1 451.19 (15" RCP) SW 3 CURB DROP INLET 455.01 451A5 (15" RCP) S VDOT DI-2A 451.55 (15" RCP) N CURB DROP INLET 452.00 (15" RCP) NW 4 VDOT DI-2A W/ 456.20 453.20 (4" PVC) SW INLET SHAPING (IS-1) 451.90 (15" RCP) S 5 DROP INLET 455.58 452.38 (15" RCP) SE VDOT DI-1 SUMP PUMP MANHOLE 447.04 (4" PVC) SE 6 (SEE PLUMBING SHEETS 456.95 452.95 (4" PVC) S P-1 & P-3) SUMP PUMP MANHOLE 447.04 (4" PVC) NW 7 (SEE PLUMBING SHEETS 456.91 453.31 (4" PVC) NE P-1 & P-3) STORM WATER COMPLIANCE THIS DEVELOPEMNT MEETS STORMWATER REQUIREMENTS FOR QUALITY AND QUANTITY THROUGH APPROVED WPO 201300002 BIOFILTER AND VSMP AMENDMENT #1 TO WPO 200600050. APPROVED ADDITIONAL IMPERVIOUS COVER: 18,825 SF PROPOSED ADDITIONAL IMPERVIOUS COVER: (21,039 PROP - 3,098 EXIST) =17,941 SF MS-19 ANALYSIS PERFORMED AT DOWNSTREAM OUTFALLS TO ENSURE NO NEGATIVE IMPACTS FROM LAND DISTURBING ACTIVITIES AND THAT FACILITIES ARE ADEQUATE FOR PROPOSED DISCHARGES. (REFER TO WPO PLAN FOR EROSION AND SEDIMENT CONTROL SHEETS) CESO4�O EXIST VS PROPOSED DRAINAGE OVERLAND RUNOFF - (2 S, 10-YR STORM) PROJECT: VALVOLINE INSTANT OIL CHANGE - CHAR LOTTESVI LLE, VA 2-Yr Rainfall 10-Yr Drainage Total Area Post Composite Post Runoff Pre Runoff Post Runoff Pre Runoff Area Description (Acres) T, Intensity Rainfall Runoff Coeff Q (2 Yr) Q (2 Yr) Q (10 Yr) Q (10 Yr) i (in/hr) Intensity El Overland runoff to Gander Drive 0.10 5.00 5.10 6-54 0.85 0.42 057 0.54 0.74 E2 Overland runoff to existing BMP facilities 0.03 S.00 5.10 6.54 0.36 0.06 0.50 0.08 0.64 +Mininum Tr of 5.0 minutes *' 1= B /(fc+ D)^E. B, D, E factors according to VDOT Drainage Manual App 6C-1 STORM SEWER PIPE TABLE PIPE RUN SIZE & TYPE LENGTH SLOPE INV. UP INV. DOWN 5 TO 4 15" RCP 77.1' 0.50% 452.38 452.00 4 TO 3 15" RCP 68.8' 0.50% 451.90 451.55 3 TO 2 15" RCP 33.0' 0.50% 451.29 451.45 2 TO 1 15" RCP 47.5' 1.00% 451.19 450.71 LAND COVER & RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SQ. FT.) (ACRES) (C) + + GLENELG LOAM LAWNS 0 0,000 + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 1,692 0.039 3 TOTAL AREA 1,692 0.039 COMPOSITE C 0.85* + + + + + + GLENELG LOAM + + + + + + HYDROLOGIC SOIL GROUP B LAWNS 139 0,003 IMPERVIOUS AREA PAVED AND ROOF AREAS 1,717 0.039 4 TOTAL AREA 1,856 0.042 COMPOSITE C 0.85* + + + + + GLENELG LOAM LAWNS 1,407 0.032 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 7,263 0.167 5 TOTAL AREA 8,670 0.199 COMPOSITE C 0.85* CESOt* PROPOSED STORM SEWER TO BMP - PROPOSED SITE PROJECT: VALVOLINE INSTANT OIL CHANGE - DEVELOPMENT (10-YR STORM) CHARLOTTESVILLE, VA AREA INLET RAIN RUN-OFF TOTAL DRAINRUN-OFF CA FROM COEF. TIME FALL Q Q TO POINT "A" POINT INCRE- ACCUM- MIN- ACRES C IN./HR. C.F.S. C.F.S. MENTAL ULATED UTES 5 4 0.20 0.85 0.17 0.17 5.00 6.54 1.11 1.11 4 3 0.04 0.85 0.04 0.20 5.44 6.40 1.31 1.31 3 1 2 0,04 0.85 0.03 0.24 5.81 6.29 1.50 1.50 2 1 0,15 0.85 0.13 0.36 5.98 1 6.24 2.27 2.27 'Mininum Tc of 5.0 minutes ** i- B/ (Tc+D)-E. B, D, E factors according to VOOT Drainage Manual App 6C-2 *C = 0.85 FOR COMMERCIAL DEVELOPMENTS, PERVDOT DRAINAGE MANUAL a $1 .cam / I . . C A R E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL, ~ � m Lu to o N Of n Lu z x J J I.- Lu EL z a ¢ m a- o Z a W z z g o- U) w d F to z L to Z Q_ 0 F- U) z ti I.- J ~ Z > Of w Z 0 M 7 M N d Z T_ CD N N LUJ z- Q LUJ = J U> J 0 OILL, z < 0 U z< _ LU U z Lu J Q J Q Z �Q V 2020 CESO, INC ZACHARY DAVID FRESH ' L. Nom&4iZ06�S Project No, "�lIry:11.1 ' 9/21 /2020 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title PROPOSED DRAINAGE PLAN I Drawing No, C5.1 470 465 H•1 455 450 445 X w -0+25 STA. 0+77.08 TA. 1+45.90 STA. 0+00.00VDOT CURB DROP ORB DROP INLET STA.1+78 91 RIM = 456.20 - DO I 15" INV. = 452.00 (NW) 1 " INV. = 451.55 N 15"INV. =452.38 SE RIM =45441 + ' - 6" INV. = 451.90 (N ) E ISTING GRADE PROPOSED GRADE 15" INV. = 451,29 IN VD T ES-1 W/ LA SE Al RIPRAP (EC-1 _ 15" INV. = 450.71 (NE 77.1'-15" STM @ 0.50% 6$.V-15" STM @ 0.50% 33.0 15"STM @ 0.50% - STM @ 1.00% IST. GAS LINE. PROPOSEE 1 1? WATER SERVICE 47.5'-15" E CONTRACTOR VERIFY TO I OGATION AND ELEVATION x �' d v a X v v a X v v a x v v a v v a X v v a X OOi � �[5 v v a x v v a v v a v 0+00 1+00 STORM SEWER PROFILE PROFILE SCALE: V = 20' HORIZ.;1" = 5' VERT, 2+00 470 465 me 455 450 445 m/1 W d 2+50 CE S O ** STORM SEWER DESIGN COMPUTATIONS - PROPOSED SITE DEVELOPMENT (10-YR STORM) PROJECT: VALVOLINE INSTANT OIL CHANGE - CHARLOTTESVILLE, VA AREA RUN-OFF INLET RAIN RUN-OFF TOTAL CAPA- FLOW TIME DRAIN CA INVERT ELEVATIONS LENGTH SLOPE DIA VEL FROM COEF. TIME FALL Q CL CITY MINUTES TO POINT ^A" REMARKS POINT INCRE- ACCUM- MIN- UPPER LOWER INCRE- ACCUM- ACRES C IN./HR. C.F.S. C.F.S. FT. FT'/FT' IN. C.F.S F.P.S. MENTAL ULATED UTES END END MENTAL ULATED (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) 18) 4 0.199 0.85 0.17 0.17 5.00 6.54 1.11 1.11 452.38 452.00 77.1 0.0050 15 4.57 2.94 0." S." 4 3 0.042 0.85 0.04 0.20 5.44 6.40 1.31 1.31 451.90 451.55 68.8 0.0050 15 4.57 3.08 0.37 5.81 3 2 0.039 0.85 0.03 0.24 5.81 6.29 1.50 1.50 451.45 451.29 33.0 0.0050 15 4.57 3.24 0.17 5.98 2 1 0.148 0.95 0.13 0.36 5.98 6.24 2.27 2.27 451.19 450.71 47.5 0.0100 15 6.46 3.64 0.22 6.20 a $1 .com / . C A R E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL, C E SO r rr.e���l�e.e�■ N N N N N N D1 V1 V1 0') N 0 0 0 0 0 H w >w W_ W Q J W d W o `� w KQ ofU) Z Z rn da W > F W a a z � L ? o m I"T I M I N I- I Z r CD Vl N N Lu (> > Z Q Lu = J UJ J W Ow Z H < 0 U) < Z Q Lu U Z_ Lu J > [Y J Q ry' > Lu 0 Z Q 0 2020 CESO, INC ZACHARY DAVID N Project No, 9/21 /2020 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title STORM SEWER PROFILE Drawing No, C5.2 2016 ROAD & BRIDGE STANDARDS DI-1 I/2 SECTION CAST IRON --I- IA SECTION STEEL NOTES 2'-7" _ CASTLUGS WIITHBE T-3 L 2%2" x 21/s' x I/." i. DEPTH OF INLET (H) TO BE SHOWN ON 'S 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-1A B B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AD SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF CAST . GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE i+ IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE ix APPROXIMATE ONLY FOR ESTIMATING OPTIONAL 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS 145.6 LBS CONNTo SHALL BE DETERMINED 3 LRS COLLAR CONTRACTOR FIELD CONDITIONS. INCLUGSNG NCLLYDING IONNECTOR 3 ON THE PLANS THE ` IC. NVERT�15 TOIEBE SHAPED N ACCORDANCE WITH STANDARD IS-1. THE COST OF TFURNISHNC AND PLACING ALL MATERIALS p(/ •• ,_7" INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BD PRICE FOR THE 4'-2" l '/2" X 1'/i' x 4"J/z" x 4„ STRUCTURE. PLAN LUGS 12"1 yi/a•. STUD SHEAR CONNECTORS 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) -I_ i DUTFALL PPE IS HIGHER THAN THE SEE DETAIL A-+, ry BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED t1. 1G WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE COLLAR DETAIL I RASED STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL L�MIN TTERINC TO INLET SHAPING IS TO BE NCLUDEO 2� IN THE BD PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRNNS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6, THIS ITEM MAY BE PRECAST OR CAST - DETAIL A D 1 IN 4'-2" HARDWARE 2 g 1'-3" SEE DETAIL B 7. 4H4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE I' CLOTH IN ALL AREAS ADJACENT 4" DEPTH AGGR. -N68, TO ABUTTING CONCRETE TO PREVENT I I N7B OR SETTLEMENT. N LIEU OF DOWELS WIDTH A 2"X4" NOTCH MAY BE PROVIDED. - SEE STANDARD T-DI-3, 4 FOR w 3" DIAMETER ALTERNATE DESIGN. D . COLLAR SEE NOTE B 8. 3" DIAMETER WEEP HOLE WITH 12"X12" x Z z 2 7 2 ms 12" N PLASTIC HARDWARE CLOTH /" MESH OR GALVANIZED STEEL WIRE, MINIMUM 12"-15"-18" OR 24" WIRE ONJCNUMBER Ain o'n HARDWARE OTHER HOREDFRMLY� iV d a Tp TO THE OUTSIDE OF THE STRUCTURE. . _ MMMM D. CAST N PLACE CONCRETE IS TO BE A ! s G CLASS A3 (3000 PSI). PRECAST - CONCRETE IS TO BE 4000 PSI, SECTION A -A /2 '��II1 �� +{ M - 10. ANY ALTERNATE METHODS OF E ENGINEER THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL a II I I +IY♦`l' s MAY 8E SUBSTITUTED FOR THE CAST IRON WAY BE 9HffHffwLUGS AS SHOWN HEREON. 15" CONCRETE PIPE - 1.440 CU, YD. CONCRETE 15" CONCRETE PIPE - 1.528 CU, YD. II/1 , ii APPROXIMATE WEIGHT CAST IRON GRATE 363 t 18 LBS 11. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIRED ON ALL DI-1 18" CONCRETE PIPE - 1.620 CU. YD. 24" CONCRETE PIPE - 1,817 CU, YD, SHE E SECTION C-C SECTION D-D GRATES.VARLMANU Wig OFFER LETTERING MAY ADDITIONAL FOOT OFFER DEPTH. GRATE DETAIL �VD0-r STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS 12" - 24" PIPE( MAXIMUM DEPTH (H) - 10' VIRGINIA DEPARTMENT OF TRANSPORTATION 233 302 SHEET 1 OF I REVISION DATE 104.01 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS DI-2A, 2B, 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE t5 EXPANSION JOINT SALK OF SIDEWALK EXPANSION JOINT rV--A (-5BARS C CA-79 Fp--c 0' MAX. A OF CURe•+C CONTROL . LC N VIEW GALVANIZED MC 5 X 12 I 1 I I B B 2' 3" DIAMETER BARS E WEEP HOLE SEE NOTE 6 0 FRONT ELEVATION DI-28 BARS A- I GALV. L2 8'-8" LO GALV. MC6X12 BARS A-1 6 10" C-C D . BARS B 9 10" C-C BARS C N a" C-C BARS A WELDED JOINTS TYPICAL 9 i' 12" 2" 9 10" C-C L: E SECTION B-B COLLAR I 1'-4" 2'-0" Tv Imo• 1111. 21/s"X21/s"xl/." 0 41 O R E BARS B-1 6 6" B SECTION C-C ADECREASE TO V WHEN INLET IS USED WITH MEDIANS. WARPED GUTTER APPROACH GUTTER �I OF oL)ACM ICE GALV. MC6X12 3'-2" D SECTION D-D CE WELD -9" BEFORE GALV. GAV. WELD ALL MCfiX12 I/2 X 4-- STUD SHEAR CONNECTOR TO COLLAR. SECTION E-E I = I I I N WEEPHOLE I/ L 21 I I I F��W n BARS A-1 r SEE NOTE B BENT PLATES ,T CAL BARS A I SLOPE OF - -1 _ _ _I ° BARS I o 0" C-C To S/URFACE� _ PRO' FOR USE ON GRADES W B,ARS C 6`I •I '• 5€EAR CONN. L x` 6 85 C-C o /• WELDED TO DI-2C I"�-"I 8At8 F 16 IRON 6 2' C-C WARPED - J I 4 TYPE A SURFACE TYPE B _Low i r F1LOWEPnoTE 5 NOSE DETAILS L TYPE A NOSE DETAIL SHALL BE USED WITH CC-7 STANDARD. TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE FOR USE IN SAGS SECTION A -A OF 0' ECTORS WELDED ANCHOREDBDWITH LA1/i'XAT STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-1. 7E ROAD ANDD�s STANDARDS STANDARD CURB DROP INLET SPECIFICATION SHEET 1 OF 2 REVISION DATE 1211 - 2411 PIPET MAXIMUM DEPTH (H) - 9' 233 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS T-DI.1 STANDARD DI -I TOP ALTERNATE FRAME & GRATE TOP N4 BARS 6 L" C-C it l- I ���������0 N N *4 DIAGONAL o°a"NEALas AR �I1� I : I I I IHHHHHHHHN I I TYPICAL - ppppOU����00�0 ii•i UDOU�UD�UUE l l 4'-10" DIAMETER Ir 4 D DI-1, 1A PC F RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORR. METAL 12" 2 - 2'-5" 15" 2'- 4" 2`11" 18" 21" 24" 3'-7" • r. B" DOWELS 12 05 BARS] (WITHOUT CRATE) '• 5' LONG (93 LOS.) NOTES( 1. SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSIMINIMUM. NOTES 3. REINFORCING STEELS ACCORDANCE WITH ASTB C-47B ASTM A-497 1. TONGUE AND GROOVE JOINT TO BE Of FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR 0-RING GASKETS OR BUTYL RUBBER. 4• CONCRETE COVER AID CRATE ARE TO BE FURNISHED AS A SINGLE UNIT. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. 5. SEE STANDARD DI-1, 1A FOR DETAILS OF FRAME AND GRATE. 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. �V[)aT STANDARD PRECAST TOP UNITS SPECIFICATION REFERENCE ROAD AND atDGE STANDARDS SHEET 1 OF 1 REVISION DATE 105 VRDEPARTMENT OF TRANSPORTATION 233 GIMA 103.03 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES DI-2A, 29. 2C REINFORCING STEEL TYPE L CONCRETE BARS A BARS A-7 BAPS B BARS 8-1 BARS C BARS E BARS F WEIGHT Cu. Yds. No. I Lkl. Ft. No. Lin. Ft. No. I Lin. Ft. No. Lin. Ft. NI No. Lin. Ft.E No. Lin. Ft. No. I Lin. Ft. LEe. DI-2A 2'-2" 1.71 4 3'-2" 5 -2" 4 5 2'-O" - - - i'-8" 55 4' 1.95 4 3'-2" 5 5'-0.. 4 3'-8" 3 1'-3" to 4'-6" 5 '- " 3 2'-0" Y-8" a4 6' 2.25 3'-2" 5 7'-O" 4 ,-6" 7 4'-3" to 4'-6" 5 2'-0" 3 4'-0" '-5" 119 8' 2.51 4 3'-2" 5 9'-0" 4 S'-8" D 4'-3" to 4'-6" 5 2'-0" 3 8'-0" 3 1'-8" 154 DI-28 t0' 2.79 3'-2" 5 TI'-0" 4 3'-6" 15 4'-3" to 4'-6" 5 2'-0" 3 6'-0" 1'-a" 189 12' 3.05 S-2" 5 13'-0" 4 3'-6" 19 4,_3„ to 4'-6" 5 2'-0" 3 10'-0" LOU 224 14' 3.34 4 3'- 5'-0' 4 3'-8" 23 4'-3" to 4'-8" 5 '_O.. 3 12'-0 3 1'-8" 259 16' 3.61 4 3'-2" 5 17'-0" 4 3'-6" 27 4'-3" to 4'-6" 5 2'-0" 3 14.-0.1 1'-8" 294 18' 3.89 4 3'-2" '-0" 4 3'-6" 31 4'-3" to 4'-6" 2'-0" 3 16'-0" 3 1'-6" 329 20' 4.17 4 3'-2" - 4 3'-8" 35 4'-3" to 4'-6" 2'-0" 3 1 - 3 1'-6.. 364 a' 2.24 4 3'-2" '-0" 4 3.-8" 6 4'-3" to 4'-6" 5 2'-0" a 2'-1•' 1'-8" 115 8' 2.55 3'-2" ,_O„ 4 ,_ „ IO 4'-3" t 4'- " 2!-0" 8 3'-1" g _ 150 10, 2.82 4 - " 1521'-0" '-0" 4 '- " 14 4'-3" to 4'-8" 5 2'-0" 8 4'-1" 6 - 185 DI-2C 124 3.09 4 - '-0" 4 3'-6" 18 4'-3" to Ill 5 2'-0" 6 5'-1.. 220 If 3.37 4 '-O" 4 Y-8" 22 4'-3" to W-6" 5 2'-0" 6 8'-1" g 255 16' 3.65 4 3'-2" '-0" 4 3'-6" 26 4'-3" to 4'-6" 2'-O" 6 7'-1-' U' 3.93 3'-2" '-0" 4 ,_ " 30 4'-3" to 4'-6" 5 '-0" 6 B'-I" 1'-8" 325 20' 4.20 4 3'-2" 4 3'-6"��T�3�44 4'-3" to 4'-6" 5 2'-0" 6 9'-1"a " V.S.. 360 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. HH,,�� 9. ALL REINFORCING STEEL SHALL HAVE A 21. MINIMUM HEIGHT = PIPE DAL+2'-6" WHEN PIPES MINIMUM COVER OF 2, ARE LOCATED UNDER EXTENDSLOT OF INLET. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON WILL MEASURED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 22. DUMP WASTE DRAINS TO WATERWAYS LETTERING PI FROM THE INVERT OUTFALL PIPE TO THE OF HE OU ALL OPENINGS BY 2". REQUIRED CRATES. LOCATION OF ON ALL G TOP OF THE STRUCTURE. PLAN " DIMENSIONS T E. LETTERING L TERING MAY VARY BY MANUFACTURER. BY ARE APPROXIMATE FOR ESTIMATING 11. PLACE CONCRETE IS TO BE CLASS A3 )ONLYMEN SALBEPURPOSES AND THE ACTUAL DIMENSIONS SHALL 8E DETERMINED (3000 (3lX)0 PSI). PRECAST CONCRETE N TO BE BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. MIN RAISED LETTERNG WHEN SPECIFIED ON THE PLANS THE INVERT IS 12, LENGTH OF SLOT (U WILL, IN EVERY CASE, BE 3. TO BE SHAPED N ACCORDANCE WITH STANDARD SHOWN ON PLANS. IS-1. THE COST OF FURNISHING AND PLACING ALL DUMP NO WASTE DRAINS TO WATERWAYS MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 13. T14S STANDARD IS INTENDED FOR USE N CURB INCLUDED IN THE BID PRICE FOR THE STRUCTURE. AND GUTTER SITUATIONS ONLY. DETAIL A IN THE EVENT THE INVERT OF THE OUTFALL PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 4. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, CONCRETE BLOCKS IN ACCORDANCE WITH THE THE INVERT OF THE STRUCTURE SHALL BE SHAPED DETAILS SHOWN ON STADARD DRAWING DI-MB. 2'- SEE WITH CEMENT MORTAR TO PREVENT STANDING OR PONDINO OF WATER N THE STRUCTURE. THE COST 15. THIS AREA MAY BE EARTHEN. IN WHICH CASE DETAIL A OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED THE EXPANSION JOINTS WILL APPLY ONLY TO CURB AND GUTTER. F a F IN THE BD PRICE FOR THE STRUCTURE. 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH f STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT - N" OR GREATER. FOR DETAILS SEE STANDARD ST-1. DISPLACED BY PIPES MUST BE DEDUCTED TO - 5. OBTAIN TRU OUANTITES. FOR INLETS OF THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 CUBIC YARDS OF CONCRETE FOR EACH FOOT, 1 6. *4 X B" SMOOTH DOWELS AT APPROXIMATELY SEE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 17. LENGTH OF ANGLE RON AS SHOWN ON SHEET r-rs.�-�� DETAIL A 7. TO ABUTTING CONCRETE TO PREVENT I OF 2 IS TO BE L 16" AT 4.10 LBS./FT. 45" - SETTLEMENT. GRATE 18. *DENOTES LENGTH OF ONE (1) BAR. 150 ± 7 Le CAST IRON 3" DIAMETER WEEP HOLE TO BE LOCATED TO B. DRAIN SUBBASE MATERIAL. WEEP HOLE WITH III. ALL REINFORCING BARS TO BEii5. 12"X12" PLASTIC HARDWARE CLOTH I/,,' MESH OR GALVANIZED STEEL WIRE MINIMUM WIRE 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT DIAMETER 0.03", NUMBER 4 IIIESH HARDWARE WATER TOWARD THE INLET THROAT. SECTION F-F CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. SPECIFICATION REFERENCE STANDARD CURB DROP INLET `V�T ROAD AID BRIDGE STANDARDS 233 12" - 24" PIPE: MAXIMUM DEPTH (H)-9' REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.04 2016 ROAD & BRIDGE STANDARDS TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES' SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4'1 N DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED 2016 ROAD & BRIDGE STANDARDS SHAPE TO l CONTOl1R -\L OF PIPE i� SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. ( 1 OF OUTLET PIPE \VJ/� SECTION A -A SLOPE TO DRAIN TO INVERT METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE •rIa . DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE 1 J I " PURPOSES ONLY. EACH MANHOLE OR DROP ABET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES xvo=STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 108.08 VIRGINIA DEPARTMENT OF TRANSPORTATION MC am GALV.- 04 O e" C- 84 6 I0" C_ 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS LOCATION OF HOLE TO VARY WITH TYPE DF INLET CONSTRUCTED. HOLE MAY BE SHIFTED RIGHT, LEFT OR CENTERED. B - - - - COLLAR & GRATE or \I1 - 2'-2" �L 21/2" X 2%2" X/4' GALV. RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE "H" DIMENSION (CONCRETE PIPE) 12" 4'-8" 15" 4'-14/�' 18" 5'-21 " 21" 5'-5 i' 24" 5'-9" zr 6' 01 ' 6,_61 33" 8'- 36" 7'-1" 42.. 48" 7'-71 , 8'-2" T-DI-2 - uuwnt_ n4Nuwl sic)xx4 Iu CHAMBER F CAST SEPERATELY SLOT LENGTH "L„ DR PROVIDE ALTERNATE VDO7 VA1RE5 20'-O" MA%. APPROVED METHOD OF INTERLOCK. I B NOTES A 1. SEE GENERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. PLAN 2. CONCRETE TO BE 4000 PSIMIINUM. 3. REINFORCING STEEL N ACCORDANCE WITH ASTM-615. 4, DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MAAIFACTURER. 5. FOR DETAILS OF FRAME AND GRATE SEE STANDARD DI-2A. B. C. P*' 6. VERTICAL REINFORCING BARS TO BE CONTINUOUS THROUGH JOINT. 2„ 7. STANDARD STA STEPS NOT REQUIRED IN THIS TOP UNIT. 2'-0'. 1'-4" *ALLOWABLE «4 a CONSTRUCTION tJ"i 4" C-C JOINT L 2%i' x 2Y, x I/, GALV. I 70 T' L 21/2" x 21/2' x I/i' CAM 2,_0" 1._3" NH4 6 2'-0" 1'_ " g 10" C_C _ IIL,APPROAA(a�1 .. APPROACH - ♦4 6 H GUTTEI R m `,(. GUTTER _ i Iy�mpy,'C_0 .`1 IN y.ryaF INDICATES AREA 2 , x INDICATES AREA OF CON OF CONCRETE TO NH4 9 6" C-C BE POURED IN PACE :fHOLBE POURED IN PLACE ,- ORE#4PXB"IIDE WELS + HOLES WELS •`•.-' t••: ,i I I STANDARD RISER I I IV I I -i'8. B B•. 8 2'-0- V SECTION A -A ECTION B-B ALTERNATE SECTION B-B (CG-6 CURB AND GUTTER) (FOR 115E WITH CG-7 CURB AHD GUTTER) SPECIFICATION `VDOT REFERENCE STANDARD PRECAST TOP UNITS 105 ROAD AND BRIDGE STANDARDS 233 REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.04 2016 ROAD & BRIDGE STANDARDS C E SO rrr.e���i�e.e�■ N N N N N d N O N C] 0 0 0 0 0 0 y E y c m W U) Ln N N Ir U) UJ W N x J a J a- ♦- Q a J Q DO Q Z a W_ z Z g a Lu U) w 0- F- z U_ GO Z d a � F- z LL � 155 J ~ z > Of Ir W � o 7 M N 0 z r CD N N LLI Q > Z Q W = J UJ J U) OLu Z NO `^ < vz Q I uJ v Z LLI J > > Q J � > 0 �Q V 2020 CESO, INC ZACHARY DAVID FRESH ' �. N6wQ4iZ06�S V �09/21/2020 Project No, 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Tile DRAINAGE DETAILS Drawing No, C5.3 2016 ROAD & BRIDGE STANDARDS END -SECTION 12" - 60" PIPE ON OUTLET END -SECTIONS ID ON RIFT END -SECTION 1X _ _ X CONCRETE TO BE 400C PSI MINIMUM PLAN END VIEW END SECTION DIMENSIONS PIPE DIAMETER A 8 C D E 12" 4" 2'-O" 2'-0" 4'-0.. 2'-0" 15" 6" 2•_3M 1'-9" 4'-0" 2'-6" loll 9" 2'-3" T-9" 4'-0" 3'-0" 2`11" 5'-0" 1_6" 24" 9 3'-7" 2'-6" 6'-1" 4'-0" 27" 10 „ 4'-0" 2'-f' 8'-f 4'-8" 30" 1'-0.. 4'-6" 1'-7 8'-1 5'-0" 33" T- 4'-td 2'-31 ' 2,_ 42" T-9" 5'-3 2'-11" 48" 2'-0" W-0" 2'-2" ="W'36"f3„5'-3 54" 2'-3" 5'-5" 2'-W 60" 2'-1f' 5'-0" 3'-3" ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION — — CONCRETE TO BE LLL _ .w ..11 4000 PSI MINIMUM L_ PLAN SECTION X-X END VIEW END SECTION DIMENSIONS PPE DIAMETER A B C D E 12„ 4„ 2,_0„ 4,_f, 6,_f, 2'_0„ 75" 6" 2'-3" 3'-10" 6'-1" 78„ g„ 2.-3„ 3'-10„ S.-I., 21" 91. '-11" 3'-2" 61-1" 3'-G" 24" 10" 3'-7" 2'-B" 6,_3" 41-0„ 27" 1 „ 4'-0- 2'-1 " e'-P „ 4'-6" 30.. T-O" 4'-6'. 1'-7 „ 6'-1 „ 5'-0" 33" 1'- 4'-101 ' 3'-3 8'-1 6'-8" 38" f-3" 5'-3" 2"IO 8'- „ 6'-0" 42„ 1'-9" 1 5'-3" 2'-11" 8'-2" 48" 2'-O" 6'-0" 2'-2" 8'-2" 7'-0"' 54" 2,_3„ 5,_5„ 2'-11" 8,-4" 7'-6„ 60"1 2'-6" 5'-0" Y-3" W-3" 8'-O" ERENCE FLARED END SECTION 302 12" - 60" CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS NOTES: PPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN WILL "D". XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 102.01 A L GE, FAI DETAIL 1 SECTION A -A SECTION B-B 2016 ROAD & BRIDGE STANDARDS TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" INCHES) CLASS Al CLASS At DRY RIPRAP 8 fps 18 CLASS I CLASS I DRY RPRAP 14 fps 24 CLASS I CLASS I DRY RPRAP 19 fps 36 nFTAII 9 SECTION A -A EC-1 NOTES: 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS. CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTLE FABRIC TO BE NSTALLED UNDER CLASS A,I, AND I MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLPTICAL OR ARCH CULVERT. ■ USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MNUMUM LENGTH (U TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H 204 ` CULVERT OUTLET PROTECTION 245 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 414 2016 ROAD & BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 113.01 C E SO r rr.e���i�e.e�■ N N N N N d 0 O O O O O 0 0 y E y in ~ m W U) O y > Of U) W 0 N W d d LU W 55 0 0 Q a d t- U) Z ILL Q m u) Z CL CL i;: 0 0LU Q Z 0- F- U) Z IL w of g LIU a ~ 155 J Z U) w > Of w 0 M 7 M N O Z r CD Vl N N LLJ (7 > Z Q Lu = J UJ J C/) Ow Z H < 0 U) < Z Q Ll U Z_ Lu J > rfoo Q ry' > Lu 0 Z Q 0 2020 CESO, INC ZACHARY DAVID FRESH ' �. NswQ4iZ06�S Project No, "MVryal r - 9/21 /2020 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title DRAINAGE DETAILS Drawing No, C5.4 $ TaM#1 \ \\ / / EROSION & SEDIMENT CONTROL NARRATIVE: \� k' FOUND 1/2"REBARW1 / OAK L/NC LNCAP P , 0. B. PLAN ENGINEERS: OWNER/DEVELOPER: S 24 6100,\LEASE �' CESO, INC. VALVOLINE INSTANT OIL CHANGE a4'1 N F 3601 RIGBY ROAD, SUITE 300 100 VALVOLINE WAY j ' f 4 8 W PLANTERS BANK & TRUST = ` MIAMISBURG, OH 45342 LEXINGTON, KY 40509 / B z COMPANY OF VIRGINIA Q' \ P. 937 401-3413 P. 859 357-7188 9 ¢ BK 4659. PG 32 FOUNP112"REBARkVI . ( ) ( ) / \ 'off / �\ S I PARCEL#04500-00-00-111A0 L/NCOLNC.4P .,/ CONTACT: KELLY SCHWIETERMAN CONTACT: JASON HUNT 0 � �\ \ S• 'SpN \ � / / � S 1S q qC r \ _ / THE PROPOSED PROJECT IS THE CONSTRUCTION OF A VALVOLINE INSTANT OIL CHANGE FACILITY. THE TOTAL DISTURBED AREA IS APPROXIMATELY 0.53 ACRES. /Z \ S•7 F 7 FOUND 1/2"REBAR I \ 9'1, !4i/L/NCOL/V / THE ENTIRE SITE DRAINS TO EXISTING BIO FILTER BASIN ON SOUTH SIDE OF THE PROPERTY. 1S 30, CONTROL CAP 39 r ON -SITE SOILS: 34C - GLENELG LOAM 100% HYDROLOGIC SOIL GROUP = B \ / EXISTING SITE CONDITIONS: UNDEVELOPED LOT \ OCR r P // \ � •Qs 40 rR ',. �PHASE 1 N CE � a 49 6Z,) " r 2 --`I'%�a�� \ I /I/ ��) SEQUENCE OF CONSTRUCTION: \ 1. PRIOR TO ANY LAND DISTURBANCE, CONTRACTOR TO HOLD PRE -CONSTRUCTION CONFERENCE WITH ALBEMARLE COUNTY REPRESENTATIVES AND INSPECTOR. / 4�Oy 4b / / / \ \ /S/ \ I / \ p o o \ CONTRACTOR NOTIFY ANY REQUIRED REPRESENTATIVES AND INSPECTORS AT LEAST ONE WEEK BEFORE COMMENCING WORK. N I BUTLDINGSACANT AT o 0 0 2. INSTALL ALL PHASE 1 TEMPORARY EROSION CONTROL MEASURES, AS SHOWN. INSPECTOR MUST APPROVE ALL EROSION CONTROL MEASURES PRIOR TO NEXT STEP IN TIE OF SURVEY SEQUENCE. LEASE W \ — / 2 533.90 Sq. Feet 3. BEGIN DEMOLITION OF SELECT SITE ITEMS. STRIPPING AND STOCKPILING TOPSOIL. PAVEMENT UNDER PROPOSED CONSTRUCTION ENTRANCE MUST BE DEMOLISHED ti4 e / ass 1 2 \ 0.52Acres PRIOR TO INSTALLING CONSTRUCTION ENTRANCE. roc=456.94' \ , LAT\38°05'27"N — e INV N=453.0s' o \ / / /� gp \ LONG. 8*05' 05" W CONTRACTOR SHALL MODIFY THE SEQUENCE OF CONSTRUCTION BASED ON SITE CONDITIONS SUBJECT TO APPROVAL FROM ALBEMARLE COUNTY. CONTRACTOR TO �- INV S=453.03' 2 / / �I \ NOTIFY PROJECT MANAGER PRIOR TO CHANGING SEQUENCE OF CONSTRUCTION. FOUND 1/2 REB4 G?� L/NCOLCAPY\ IP ✓ ///\/ / Q N /\� � l N/F FIRST GOLD LEAF LAND TRUE WENDELL W WOOD, TRUSTEE ^h� A bp9\\ \ �ryQLLq� ro BK 4659. PG 32 \ (0PARCEL#04500-00-00-111C 2\MQGNOLIA _cc 2- 2" HOI ��OLLY� � NV \ q1\ HOLLY \ SL 3 N 964 69h 2 l " \L� N OA IA \ hCv G BJ "MULTI—TRU ® MS-1 \vER BIRCH �\ E2 0 TFALL \� ��L MS-19 ANALYSIS (EXISTING BMP FACILITIES) \ \� s 2" HOLL \ E1 OUTFALL RIVER BIRCH \ \ 2ULTI-TRUNK" HOLLY a I \ \ \\ \ A / (CURB INLET) MULTI —TRUNK P \ / 4" OAK .. \\\ / \ RIVER BIRCH \\\��1{ 2" P woo "HOPE 1.9 \ d FROMAPPROIiED S S3S O I \ \ S/TEPLAN) 36.. PARCEL B \ N F 8 h FIRST GOLD LEAF LAND TRUST 'J / / � � \TAP INVESTMENTS �GLL � ET AS O8 (M) ` v�\ / \ BK 865. PG 165 C \\ w \ PARCEL#04500-00-00-111C0 PARCEL#04500-00-00-11000 49546.9 SQ. FT. LINE BEARING DISTANCE 1.14 AC. / / \ f L1 R IN30'32'19 E 18.56' up/ \ L2 M NN 24'4woo 30'35'40" E 18.55' L3 R 4'19" E 15.37' \ L4 M N 24'42'36" E 15.41' 4_7FA4 \ \ LEGEND EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS LIMITS OF DISTURBANCE TREE PROTECTION —SF SF SF SF — SILT FENCE STRAW WATTLE P ® INLET PROTECTION SP -1 I-1 I-1 I TEMPORARY STOCKPILE CE o CONSTRUCTION ENTRANCE (ALBEMARLE COUNTY PAVED WASH RACK) SL STAGING/LAYDOWN AREA 20 0 20 40 GRAPHIC SCALE (IN FEET) a tir mom bw 7N CAR E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO I rrr.e�����e.e�■ I N N N N N d 0 0 0 0 0 0 0 y E y ~ m W U) > Ln N N Of rn w z J a J d H w rn EL a EL F U)a z I—L Q m U) Z (L i;: 0- z Z a F rn Z L w z Z a a ~ J ~ Z U) w > W w 0 M 7 M N 6 Z T_ CD CY) N N LUJ Z Q Lu 1:_J U> J i/) 0ILL, Z <O U) < Z < Lu U Z_ Lu J Q i >0 Q 0 2020 CESO, INC ZACHARY DAVID V """/ 9/21/2020 Project No, 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title EROSION & SEDIMENT CONTROL PLAN - PHASE 1 Drawing No, C6.0 / �0 Cb 14? 4 / !, i6.64 3.69' / FOUND REB,4/�GY/ ZIA CAP LEGEND REFER TO EX. CONDITIONS AND DEMOLITION %, % PLAN SHEET FOR EXISTING LEGEND ITEMS 1 I �/ PROPOSED Om / 20 0 20 40 GRAPHIC SCALE (IN FEET) TBM#1 k FOUND 1/2"REBARGU/ P.O.B. LEASE PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 RCEL#04500-00-00-111AO LIMITS OF DISTURBANCE SF SF I SILT FENCE TREE PROTECTION STRAW WATTLE INLET PROTECTION I T5) TEMPORARY SEEDING TEMPORARY STOCKPILE PS PERMANENT SEEDING CONSTRUCTION ENTRANCE (ALBEMARLE COUNTY PAVED WASH CW ® CONCRETE WASHOUT RACK) STAGING/LAYDOWN AREA OP OULTET PROTECTION FOUND 1/2"RZ794R 6Y/ LINCOLNC/JP PHASE 2 SEQUENCE OF CONSTRUCTION: /1. NOTIFY INSPECTOR BEFORE COMMENCING PHASE 2. 2. INSTALL ALL ADDITIONAL PHASE 2 TEMPORARY EROSION CONTROL MEASURES, AS SHOWN. INSPECTOR MUST APPROVE ALL EROSION CONTROL MEASURES PRIOR TO NEXT STEP IN SEQUENCE. /3. BEGIN ROUGH GRADING THE SITE, MAKING SURE THAT EROSION CONTROL MEASURES ARE WORKING PROPERLY THROUGHOUT GRADING OPERATIONS. / 4. APPLY TEMPORARY SEEDING, 5. BEGIN CONSTRUCTION OF ALL STORM SEWER AND UNDERGROUND UTILITIES. INSTALL INLET PROTECTION CONCURRENT WITH CONSTRUCTION OF PROPOSED STORM / STRUCTURES. 6. FINE GRADING, SUBGRADE PREPARATION AND SITE PAVING. CONCRETE WASHOUT SHALL BE INSTALLED PRIOR TO ANY CONCRETE WORK. 7. CONSTRUCT BUILDING. 8. BEGIN CONSTRUCTION OF PARKING LOT, DRIVES, SIDEWALKS, AND CONCRETE FLATWORK AND CURBS. s 4�� 9. PERMANENTLY SEED REMAINDER OF PERVIOUS AREAS. PERMANENT SEEDING SHALL BE INSTALLED WITHIN (7) DAYS OF COMPLETION OF FINAL GRADING IN UNPAVED AREAS. 10. INSTALL SOIL STABILIZATION BLANKET AS SHOWN AND ANY OTHER PLACES AS REQUIRED. 11. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER SITE ACHIEVES "FINAL STABILIZATION" AND APPROVAL OF INSPECTOR, 12. REFER TO LANDSCAPE PLAN FOR SEEDING. CONTRACTOR SHALL MODIFY THE SEQUENCE OF CONSTRUCTION BASED ON SITE CONDITIONS SUBJECT TO APPROVAL FROM ALBEMARLE COUNTY. CONTRACTOR TO \ NOTIFY PROJECT MANAGER PRIOR TO CHANGING SEQUENCE OF CONSTRUCTION. N/F /FIRST GOLD LEAF LAND TRU£ WENDELL W WOOD, TRUSTEE BK 4659. PG 32 1 PARCEL#04500-00-00-1 11 C MS-19 ANALYSIS DISCHARGE DRAINAGE ()CAPACITY Q2 Q10 V10 MS-19 ANALYSIS POINT AREA PRE -DEVELOPMENT RUNOFF RATE IS MAINTAINED BY METHODS OTHER THAN ONSITE E1 OUTFALL 0.06 AC 0.42 CFS 0.54 CFS DETENTION FOR THE Q2 (NATURAL) AND Q10 (MAN-MADE) STORM EVENTS DISCHARGING INTO AN ADEQUATE NATURAL OR MAN-MADE CONVEYANCE SYSTEM. PRE -DEVELOPMENT RUNOFF RATE IS MAINTAINED BY METHODS OTHER THAN ONSITE E2 OUTFALL 0.10 AC 0.06 CFS 0.08 CFS DETENTION FOR THE Q2 (NATURAL) AND Q10 (MAN-MADE) STORM EVENTS DISCHARGING INTO AN ADEQUATE NATURAL OR MAN-MADE CONVEYANCE SYSTEM. PROPOSED 15" STORM SEWER 0.43 AC 6.46 CFS 2.27 CFS 3.64 FPS TEN YEAR STORM, Q10, WILL BE CONTAINED IN THE STORM SEWER. OUTFALL * SEE SHEETS C5.0, C5.1, & C5.2 FOR DRAINAGE AREA MAPS AND CALCULATIONS a tir mom bw 7N CAR E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO rrr.e�����e.e�■ N N N N N d N � � O N � 0 00000 H W W W x J I.— Lu O � w Lu of V) z z rn da w > g F- w a _j rr a z � L ? o mI"TImI"I -IzI r CD (Y) N N LLJ (> > Z Q Lu _ _J UJ J W Ow z <O U)< z-F Lu U Z_ Lu J > [Y J Q >0 z Q 0 2020 CESO, INC ZACHARY DAVID V """/ 9/21/2020 Project No, 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title EROSION & SEDIMENT CONTROL- PHASE 2 Drawing No, C6.1 ALBEMARLE COUNTY GENERAL EROSION & SEDIMENT CONTROL NOTES 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 17 18. 19. 20. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625.02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFFPRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM, BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER 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. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBSIACRE, AND IN THE 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. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR 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 OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 1992 TABLE 3,32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs. Per Acre Minimum Care Lawn - Commercial or Residential 175-200 Ibs, Kentucky 31 or Turf -Type Tall Fescue 95-100% - Improved Perennial Ryegrass 0-5% - Kentucky Bluegrass 0-5% High -Maintenance Lawn 200-250 lbs. Kentucky 31 or Turf -Type Tall Fescue 100% General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop * 20 lbs. 150 lbs. Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop * 20 lbs. - Crownvetch * * 20 lbs. 150 lbs. * Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ........... . ... . ..... Foxtail Millet August 16th through October ...................... Annual Rye November through February 15th ................... Winter Rye Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May through September use hulled Sericea, all other periods, use unhulled Sericea). If Flatpea is used in lieu of Crovinvetch, increase rate to 301bs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in mixes. III - 303 TYPICAL ORIENTATION OF TREA TMENT - 1 (SOIL STABILIZATION BLANKET) cues I nW WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM. ON SHALL SLOPES, STRIPS OF NETRNC PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. .u—u- F hi11 IIII =11=11=11=11=II=11= ON .= SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. 4 BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION. TURN THE END UNDER a AND STAPLE AT 1Y INTERVALS. 17' IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. 3.32 TABLE 3.31-C TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NORTHa 50UTH6 PLANT SPECIES 311 5/1 8/15 2/15 511 9/1 CHARACTERISTICS Acre 1000 f12 to to to to to to 4/30 8/15 1111 4/30 9/1 I1/15 OATS 3 bu. (up to 100 lbs., 2 lbs. X X - Use spring varieties (e.g., Noble). versa saliva not less than 5o lbs.) RYEd 2 bu. (up to 110 lbs., 15 lbs. X X X - X Use for late fall seedings, winter (Soeale cereal e not less than 50 lbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 lbs. approx. I lb. - X X - Warm -season annual. Dies at first (Sot4da italics host. May be added to summer mixes. ANNUAL RYEGRASS` 60 lbs. IAA lbs. X X X X May be added in mixes. Will Lolium multi-florum) mow out of most stands. WEEPING 15 lbs. 51h ozs. X X Warm-seasoa Ixremust. May bunch. Tolerates hot, dry slopes LOVEGRASS and acid, infertile soils. May be (Era¢rostis curvula) added to mixes. KOREAN 25 lbs. approx. 11h X X X X Warm season annual legume. ► lam' Tolerates acid soils. May be &VpLeEZA` L(_eapedera ti ulacea added to mites. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. e May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. May pot be planted between these dates. TYPICAL TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA r TAMP FIRMLY ANCHOR SLOT JUNCTION SLOT CHECK SLOT i TERMINAL FOLD LAP JOINT 2- MIN. (JVTE MESH ONLY) E' TO is r TAMP CHECK SLOT FIRMLY- ' 6 TO , JUNCTION 51-01 ANCHOR SLOT 1t4IE5 APPROXIMATELY 200 STAPLES REQUIRED PER 100 SO. YDS. OF MATERIAL ROLL. ANCHOR SLATS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 8' TO 12-. 1Y WAX. 4:1 OR FLATTER ri MAX. STEEPER THAN 4:1 _ EDGE AND END JOINTS I I I I I I I I I I TO BE SNUGLY ABUTTED (JUTE MESH WILL HAVE I I I STAPLED LAP JOINT IN LIEU OF EDGE JOINT) I I I I I I I 1 I 5' MAX. 4:1 OR EMITTER 3' MAX. STEEPER THAN 4:1 I I I T I 1 I I I I I I CHECK it (IT 1 I I I -al Frt- 1- TO 2' I I ICI VAR. I VAR. I t- TD I8' MIN. PLAN VIEW STAPLING DIAGRAM STAPLE FORMED FROM NO.11 STEEL WIRE. CHECK SLOTS R MIN. 8• STAPLE MIN. LENGTH FOR SANDY SOIL. 50' RFQC—C INTERVALS; C STAPLE MIN. LENGTH FOR OTHER SOIL NOT INATIO BLANWITHKETS ALL 'COM &NATION' ELAN KETS FIRMLY 5 TO Ir TERMINAL FOLD I F TAMP FIRMLY r Y T 10 10 w to CESO rrr.e�����e.e�■ N N N N N d N O N 0 0 0 0 0 0 LU w rn w > w X J H D- w rn w of rwn z z a w In d U5 > g r Of w a rn � Of a z � LL ? o 0 y E r0 iA 0 y 0 1n�MN�ZI CD CY) N N LLI (D > z Q W = J UJ J C/) ow z~ <O �< zT_ UJ v z UJ J >�// O LL J > UJ 0 V 2020 CESO, INC ZACHARY DAVID V Project No. """•/ 9/21/2020 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Tifle EROSION & SEDIMENT CONTROL NOTES & DETAILS Drawing No, C6.2 SANDBAG 10 mil PLASTIC LINING — 3t BERM SECTION "A -A" LATH AND — 3m - FLAGGING ON 3 SIDES ❑ O ❑ ❑ O ❑ Ll A A ❑ 10 mil El V PLASTIC LINING ❑ ❑ SANDBAG (TYP.) BERM NOTE: 1. ACTUAL LAYOUT DETERMINED IN THE FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 10m OF THE TEMPORARY CONCRETE WASHOUT FACILITY. "BELOW GRADE" WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO WOOD STAKES 10 mil PLASTIC LINING SECTION "A -A" 3m TA� %RIES 10 mil PLASTIC LINING STAPLES (2 PER BALE) WOOD OR METAL — STAKES (2 PER BALE) A STAKE (TYP.) TWO STACKED 2x12 ROUGH WOOD FRAME "ABOVE GRADE" W/ WOOD PLANKS V, NATIVE MATERIAL (OPTIONAL) 10 mil PLASTIC LINING SECTION "A -A" 3m —I o A o, T o aRIES 10 mil PLASTIC LINING o o ✓ o 0 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ CONCRETE WASHOUT DETAIL NITS 0 LL 0 o SIDE U O SIDE SLOPE — in m wSLOPE (TYP.)'V __...._ PLAN VIEW FOR DITCH APPLICATION OFOR STAKE INSTALLATION SEE STAKING DETAIL STAKE AT EACH END TUBE/W'TT'� 12" MINIMUM SEE JOINT STAKING DETAIL (TYP.) 9" MIN. SECTION A -A SECTION B-B PLACE STAKE AT EACH TOE OF DITCH SLOPE kE x 1.5") NOTES: O THE DEPTH AND WIDTH OF THE WEIR SECTION OF THE WATTLE SHALL BE DESIGNED TO PASS THE 2yr/24hr OR 5yr/24hr STORM EVENT WITHOUT OVERTOPPING THE CHANNEL. 2O STAKE PER MANUFACTURERS RECOMMENDATIONS STRAW WATTLE DETAIL NTS BINDING WIRE STRAW BALE (TYP.) PLYWOOD PAINTED WHITE (1200mm x 610mm) ;.; BLACK LETTERS CONCRETE (150mm HEIGHT) WASHOUT II LAG SCREWS 915mm (12.5mm) 915mm �— WOOD POST (89mm x 89mm x 2.4m) A 7STEEL mm 200mm WIRE 3.05mm DIA. STAPLE DETAIL STAKE (TYP.) STRAW BALE (TYP.) NOTES: 1. ACTUAL LAYOUT DETERMINED IN THE FIELD Z THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 10 m OF THE TEMPORARY CONCRETE WASHOUT FACILITY, CONCRETE WASHOUT SIGN DETAIL ...IC%' 70' MIN. _CNST�J� nit. 3" SM-2A ASPHALT TOP COURSE EXISTIM: \ ?% 2% PAVEMFH_ 6" MIN. 21A AGGREGATE BASE PROFILE 70' MIN. STONE CONSTRUCTION ASPHALT PAVED ACCESS A WASHRACK EXISTING 1 2% 2% PAVEMENT _ II l2% 12' MIN.* *MUST EXTEND FULL WIDTH POSITIVE DRAINAGE A TO SEDIMENT OF INGRESS AND EGRESS 1 TRAPPING DEVICE OPERATION PLAN 12' MIN. POSITIVE DRAINAGE 2X TO SEDIMENT TRAPPING DEVICE FILTER CLOTH) A mn inutin water tap of 1 inch must be installed with a m imm mr 1 inch ballcock shutoff vah•e supplying a wash hose with a diameter of 1.5 inches for adequate constant pressure. Wash water must be carried away li orn the entrance to an approved settling area to remove sediment. All sediment shall be prevented from enterme storm drains, ditches or watercourses. PAVED WASH RACK NO SCALE RUNOFF - WATER WITH SEDIMENT CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) i. SET POSTS AND EXCAVATE A 4" X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. i I V FLOW III a' 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. OVERFLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. =1 EXTENSION OF FABRIC IAND /1WIRE INTO THE TRENCH. FILTER FABRIC —Innll o, p.-. DROP INLET SEDIMENT C WITH GRATE SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. CONSTRUCTION OF A SILT FENCE (WITHOUT WIRF. .SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. ��FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET c RUNOFF OVERFLOW WATER WITH SEDIMENT •)�iiar3 FILTERED WATER SEDIMENT I I > II I WIRE SCREEN ~�IIII 2" X 4" WOOD STUD `l_ CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE C E SO rrr.e���i�te.e�■ N N N N N d 0 0 0 0 0 0 0 y E c m WN U � N � r= W 0 w N x a d W rn O a- aQo < a 0- F rn z IL m GO Z a Q_ � O a- <zU) Z a F- Z lL W Z g W ~ J ~ Z W > Of w O 7 M N O Z CD O') N N LLI (D > Z Q W = J UJ J U) OLu Z ���y3y3 < NO `^ < Viz Q Lu 0 Z_ Lu J > > Q >w 0 Q 0 2020 CESO, INC ZACHARY DAVID V """/ 9/21/2020 Protect No, 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing TiOe EROSION & SEDIMENT CONTROL DETAILS Drawing No, C6.3 6" CONCRETE PAVEMENT, 4,000 PSI 4" COMPACTED AGGREGATE BASE (REFER TO GEOTECH REPORT) COMPACTED SUBGRADE (REFER TO GEOTECH REPORT) EXISTING SUBGRADE 1.5" ASPHALT SURFACE COURSE, SECTION 315, TYPE SM-9.5 (REFER TO GEOTECH REPORT) 2.5" ASPHALT BINDER COURSE, SECTION 315, TYPE IM-19.0 (REFER TO GEOTECH REPORT) 8" COMPACTED AGGREGATE BASE, SECTION 309, TYPE 1, SIZE 21A (REFER TO GEOTECH REPORT) COMPACTED SUBGRADE (REFER TO GEOTECH REPORT) r__ EXISTING SUBGRADE CONCRETE PAVEMENT SECTION ASPHALT PAVEMENT SECTION NTS NTS NOTE: 1. ALL PAVEMENT WORK SHALL COMPLY WITH SOILS INVESTIGATION/RECOMMENDATIONS PREPARED FOR THIS PROJECT, 2. ALL MATERIALS SHALL BE PROVIDED & ALL WORK BE PERFORMED PER STATE DEPARTMENT OF TRANSPORTATION STANDARDS. EXPANSION JOINTS 20'-0" 0C. MAXIMUM 4 SPACES @ 6-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN SEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN TROWELLED OR SAWN JOIN (TYP.) w � A A wz a w w z a w ga~ 1/2" EXPANSION JOINT LAWN OR PLANTING IF SHOWN ON SITE PLAN 114" �� CURB OR GUTTER LINE R=10 1 PLAN VIEW TROWELLED OR SAWN JOINT 4 �J SE EXPANSION JOINT WITH j /� �-71! - - , i 6 k/ z SEALANT 4� 4" MINIMUM COMPACTED GRAVEL BASE A SECTION A -A ALANT 112" EXPANSION JOINT 6"a/Z10 TROWELED JOINT 6" PAVEMENT SEALER CONCRETE SIDEWALK TOP5flii PAVEMENT SEALER RFOOT = 1=- ��' P, 4" BITUMINOUS CONCRETE =11 =-11-I K MIN. BITUMINOUS CONCRETE \\ WEARING COURSE WEARING COURSE 4" x x MIN. x/ 'AAA/VA BITUMINOUS CONCRETE BINDER COURSE _ #3 REBARS /j `� s BITUMINOUS CONCRETE \// SUBBASE BINDER COURSE 6 x 6 x W1.2 x W1.2 WWM CAST IN PLACE \\/ ° CONCRETE CURB SUBBASE/AA��A/A//VA//VAjv�/AA//vAA//\�/�\//�w/ SUBBASE COMPACTED SUBGRADE COMPACTED SUBGRADE #3 REBARS NOTE: CONCRETE CURB 1. ALL CONCRETE CURBS TO BE FC 4000 P.S.I. CONCRETE AT 28 DAYS. NOTE: 1. ALL CONCRETE CURBS TO BE PC 4000 P.S.I. CONCRETE AT 28 DAYS 2. CURB EXPANSION JOINT SPACING IS 10"-0" MAXIMUM, FILL WITH i" PREFORMED EXPANSION JOINT 18" DIAMETER CONCRETE 2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING RECESSED'2 INCH BELOW TOP OF CURB. FOOTING 3. MAXIMUM HEIGHT OF CURB TO PAVING IS 6". Cl'-O" INTEGRAL CURB & SIDEWALK DETAIL STRAIGHT CURB DETAIL NTS NTS 5 in T-O" 4" CONCRETE (4,000 PSI) r-6"X6" W1.2xW1.2WWF BOLLARD DETAIL NTS COMPACTED SUBGRADE TO 95% MAXIMUM DRY DENSITY PER ASTM D1557 WOOD NOTE: FIBER MOUNT 1. ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE EXPANSION JOINT CONCRETE SIDEWALK DETAIL NITS Mf ,. 0.nn ovC...^In U-SHAPED BIKE RACK DETAIL NTS 6" GALVANIZED STEEL PIPE FILLED W/ CONC. - SMOOTH TROWEL CROWN TOP 6" GALVANIZED STEEL PIPE PAINTED PER PAINT SCHEDULE - CROWN FOOTING -3:1 SLOPE 4 -12 . X 14" REBAR ANCHORS THROUGH PIPE BOTH WAYS -24" DIA. CONCRETE PIER. 12" X 14" REBAR ANCHORS THROUGH PIPE BOTH WAYS 1" STL. BOTTOM pE , TOP OF CURB -'R- - 6 GUTTER LINE J BOTTOM OF CURB CURB TAPER NTS 30" LONG #6 REINFORCING BAR ANCHOR PIN 6-6" g^ LEGEND: TWO T-8" LONG © 14" IS THE NORMAL SETBACK DISTANCE FROM A PAVEMENT #4 REINFORCING BARS EDGE. 10" © IN A REMOVED AND RESET OPERATION, THE BLOCK WOULD GO ON NEW OR RESURFACED PAVEMENT, HOWEVER, IT MAY BE 5" NECESSARY PLAN ON SOME PROJECTS TO PLACE NEW BLOCKS ON EXISTING PAVEMENT. 718" DIA. HOLES FOR #6 REINFORCING BAR (ANCHOR PIN) TWO T-8" LONG #4 REINFORCING BARS Q -. N4b-CUIH SIUtH 3" #4 REINFORCING BARS (TYP.) tw- RESURFACING © ��� EXISTING PAVEMENT SECTION ELEVATION NOTES: 1. ALL MATERIALS USED TO MANUFACTURE THE CONCRETE PARKING BLOCK SHALL BE IN ACCORDANCE WITH CMS 604. 2. THE MATERIAL REQUIREMENTS FOR THE ANCHOR PIN SHALL BE IN ACCORDANCE WITH CMS 509.02. 3. ALL #4 REINFORCING BARS SHALL BE EPDXY COATED AS PER CMS 509. 4. REINFORCING STEEL SHALL BE PLACED 2" CLEAR (MINIMUM) FROM THE SURFACE OF THE CONCRETE. 5. PAVEMENT WILL BE MADE AS ITEM SPECIAL, CONCRETE PARKING BLOCK, EACH AND INCLUDES REINFORCING STEEL AND ANCHOR PINS. BUMPER BLOCK DETAIL 12" PARKING A SIGN A GALVANIZED NUTS & BOLTS TYP. SIGN B SIGN C METAL SIGN POST 4" STEEL PIPE BOLLARD FILLED WITH NON SHRINK GROUT (WHEN IN FRONT OF PARKING SPACE) PAINTED TRAFFIC YELLOW SLOPE CONCRETE AWAY FROM POST SIDEWALK FINISHED GRADE 12" DIA. CONCRETE FOOTING COMPACTED SUBSOIL 12" VIOLATORS SUBJECT TO FINE AND TOWING PENALTY $100-500 TOW -AWAY ZONE 2. VAN ACCESSIBLE HANDICAPPED PARKING SIGNAGE DETAIL NITS NOTES: 1. PROVIDE EXPANSION JOINT MATERIAL WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT, SIDEWALK OR STRUCTURE WITH THE TOP OF JOINT FILLER PLUS SEALANT FLUSH WITH ADJACENT CONCRETE SURFACE. 2. SEAL JOINTS WITH AN APPROVED SEALING MATERIAL. 3. PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL WIDTH AND LENGTH OF THE CURB RAMP INCLUDING FLARED SIDE RAMPS. 4. CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK PITCH. SEE TABLE A J-81C-207 FOR TYPICAL RAMP DIMENSIONS, 5. WHENEVER POSSIBLE, CONSTRUCT THE TRANSITION SLOPE FROM THE CURB RAMP AND FLARE SIDES TO ADJOINING SURFACES WITH A GRADUAL CURVE RATHER THAN AN ABRUPT ANGLE. 6. ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 PS.I. CONCRETE PM-tp CURB RAMP DIMENSIONS NEW CONSTRUCTION • NOMINAL RAMP SIDE FLARE SIDE FLARE RISE OF MAX. RAMP LENGTH DIMENSION AT DIMENSION AT RAMP SLOPE (1 : 12) CURB (1 : 10) CURB (1 :12) 3" 1 :12 3.0 FT. 2.5 FT. 3.0 FT. 4" 1 :12 4.0 FT. 3.3 FT. 4.0 FT. 5" 1 : 12 5.0 FT. 4.2 FT. 5.0 FT. 6^ 1 : 12 6.0 FT. 5.0 FT. 6.0 FT. 7" 1 : 12 7.0 FT. 5.8 FT. 7.0 FT. 6" 1 :12 8.0 FT. 6.7 FT. 8.0 FT. 9" 1 :12 9.0 FT. 7.5 FT. 9.0 FT. 10" 1 : 12 10.0 FT. 8.4 FT. 10.0 FT. 11" 1 :12 11.0 FT. 9.2 FT. 11.0 FT. 12" 1 : 12 12.0 FT. 10.0 FT. 12.0 FT. CURB RAMP DIMENSIONS EXISTING CONDITION MAX. RISE MAX. RAMP NOMINAL RAMP SIDE FLARE SIDE FLARE OFRAMP SLOPE LENGTH DIMENSIONAT DIMENSIONAT CURB (1 : 10) CURB (1 :12) 3^ 1 : 8 2.0 FT. 2.5 FT. 3.0 FT. 4^ 1 : 10 3.3 FT. 3.3 FT. 4.0 FT. 5" 1 : 10 4.2 FT. 4.2 FT. 5.0 FT. 6^ 1 : 10 5.0 FT. 5.0 FT. 6.0 Fr, USE ONLY WHEN SPACE LIMITATIONS PROHIBIT THE CONSTRUCTION OF 1 : 12 OR FLATTER SLOPES. • CURB HEIGHT PLUS RISE OF SIDEWALK CROSS SLOPE HANDICAPPED RAMP DETAIL AND RAMP SCHEDULE NITS WHITE BORDER (OPTIONAL -SEE SYMBOL NOTE 2) FE CENTER i 2'-4" I POINT OF � RADA e BLUE MARKING (OPTIONAL - SEE NOTE 2) WHITE STROKE WIDTH 4"�-7- _ 4" 4" 3'-0" 1 114'. 4" 4'•B" 2" 2 P/i2" INTERNATIONAL SYMBOL OF ACCESSIBILITY - SPECIAL SIZED NOTES: L 1 GRID UNIT • 2 INCHES 2. BLUE MARKING AND WHITE BORDER SHALL BE OMITTED EXCEPT WHERE SPECIFIED IN CONTRACT DOCUMENTS. XV❑❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS REFERENCE SHEET 10 OF 15 REVISION GATE SYMBOL DETAILS 704 1340.19 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS C E SO rrr.a.00■ N N N N N 4 N � � O N � 0 0 0 0 0 0 0 0 y E y c ~ m LU U) o y IY U LU 0 W N x d d I- U.I rn a d F U)O_ z EL QLU CO U) z OL i;: Z CL F (n Z IL W of z g a H_ J Z I - U) w > LU Of w O M 7 M N O Z CD rn N N LLJ Z Q W 1:J UJ J C/) Ow Z O < U Z Q _ W U Z_ W J >�// O L L J > W 0 �Q V 2020 CESO, INC ZACHARY DAVID FRESH ' �. NewQ4i�,06�5 :!VNAI 1 9/21 /2020 Project No, 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title CONSTRUCTION DETAILS NTS Drawing No, C7.0 GR-2, 2A 2016 ROAD & BRIDGE STANDARDS X 27Y4" MIN - 28Y4" MAX RAIL HEIGHT GR-2 W-3" POST SPACING) MAX DYNAMIC DEFLECTION - 3' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05 FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. PQ�T SHALL NOT BE SET WITH A VARIATION OF MORE THAN d' PER FOOT FROM VERTICAL. W-BEAM, RLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE. AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27-Yx" MIN - 283•i' MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 3' 11/z" 3'-P/y" 3•-11/y" 3'-V/, )f GR-2A (N-P/y" POST SPACING) MAX DYNAMIC DEFLECTION - 2' ■ OPTIONAL GR-2A METHOD s OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL RAIL. ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL 15 PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE W-P'. FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH LINEE LS FLARE RATE FLARE RATE 70 9' 3011 151 ! 60 e' 26n 14:1 ! 50 6.5' 21:1 11:1 ! 40 5' 1&1 5:1 a *SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. `VD❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 50L04 08714 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 �IV H I)MMOND PRO! BLOCK 2'-0" (TYPICAL) FINISHED GRADE —1 ° 4" nIA. DRAINPIPE �" � 1�Trl I 6" 6" 2'-0" .3 TO.4 OF A (TYPICAL) 2016 ROAD & BRIDGE STANDARDS NOTES: 1. STRUCTURAL BACKFILL IS TO BE PLACED IN 8- TO 24-INCH (TYPICAL) LIFTS 2. STRUCTURAL BACKFILL MUST BE MANIPULATED INTO ALL VOIDS BETWEEN BLOCKS TO ENSURE ADEQUATE BOND BETWEEN BLOCK AND CONCRETE MASS. —11 11 a-1 I I- I. I� I �I I L I L I i=1 1=1, ° v • • • • - . • • P y STRUCTURAL • BACKFILL DEPTH ... ,•° PER DESIGN 0 OWE] WdDao1' ENSURE VOID AREAS BETWEEN UNITS ARE FILLED COMPLETELY �� A N C H O R " ILese graphic representations are intended for DING Diamond Pro® Retaining Wall System preliminary design purposes only and are not to g y BUILD SOMETHING BEAUTIFUL beusLdforconstructionwithoutthesignature Date Typical Cross Section Anchor Wall Engineering, LLC of a registered professional engineer. 4/15/2010 5959 Baker Road, Suite 390 02010 Aad. W.11 Enynaixq 1 I C Typical Details For Minnetonka. MN 55345 W &W n Anctxx W.a ayHernk Inc. 3/8"-1%0" the Anehorplex— Retaining Wall System 2016 ROAD & BRIDGE STANDARDS 2. 2A tyi' 8. 8., 5�.. WASHER �`--G�R{ I %".18" BOL I` =_ -_ )g" HOLENUT Y", HOLE 5"x 8"xl'-2•' TREATEL HOLEv ('r0WMV'ON PINE BLOCK OR 0 RECYCLED MATERIAL. BLOCKTREATEORINE RECYCLED STEEL 100 NAIL SEE NOTE 5. °' 6„ WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRA. 6"x8"xt'-2" TREATED CONTAINING STEEL BLOCKOUTS. PINE BLOCK s '�,•. SLOCKOUT FOR MAINTENANCE TREATED 4 REPAIR ONLY tiOUTHERN PINE 1 -I�-TII v 19 u 7Y4.. LESS THAN V-0- HOLE 6x8 WOOD POST isle' 4"x B"TREATED PINE BLOCK. STRONG POST THE CRT POST IS FOR USE WITH THE STANDARD GR-10 TYPE 4" WIDE BLOCKOUT 8'-0" POST GUARDRAIL REOUIRED IIIOR WHERE STFF7afR SPECIFIED BY THE ENGINEER IN THE SPECIF Ta DETAIL A j.4" DIA POST MAY BE HOT ROLLED OR WELDED, HLE HaEs GUARDRAIL INSTALLATION o� SITES REQUIRING LONGER n GUARDRAIL POSTS a iv ix 1 ry N. II iN I NOTES: k 6"x8"x1'-2" 3 51, NUT" BOLT TREATED PINE w 1 ALL BOLTS, NUTS, WASHERS, AND OTHER o y - II 6 NUT BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. RECYCLED w MATERIAL N 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH II W6z8.5 OR = THE RESTRICTION THAT THE SAME TYPE OF _ W6x9 g POST AID BLOCKOUT MUST BE USED IN ANY II SINGLE RUN OF GUARDRAIL. - - _- o It OPTIONAL HOLE 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE II TO FACILITATE GALVANIZING JOINT, HARDWARE. ETC. SEE SHEET NOS.501.01 AND 501.02. 31/2" DIA. HOLES ,1 -t'IU/T 11 a. DRIVE NAL ON BOTH SIDES WITHIN E OF THE TOP OR BOTTOM OF AFTER 18 BLOC BOLT IS INSTALLED. HOLES IN POSTS B" AND BRACKETS 70 BE 'Yi' DIA CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING 15 ON FILE IN THE CENTRAL OFFICE. `l REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD PAID BRIDGE STANDARDS 221 236 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 501.05 2016 ROAD & BRIDGE STANDARDS ADJA( DRAIN TILE THRU FACE DAYLIGHT DRAIN THRU WALL FACE SPACING VARIES 50' MAXIMUM 4" 0 PERFORATED DRAIN TILE (EL VARIES, SLOPE 1 % MIN.) 2" CUT — '. fHRU WALL FACE & EXTEND THRU SLOPE I 2ND COURSE 1ST COURSE A N C H O R °°3W1O 's`°' °,I,.,I^° Diamond Pro Stone Cut® Retaining Wall System pvrt,m:es only and :kwln,u1lx- BUILnSOHETHINGaEAUTIFUL ,,;�4 lnr rnns,mrbnn vn,hni :,hr e 2015 And,., wan EE,ylexxxb,y. LLC slgnmum nt`, rr�imr+�, Wand ^ Anchor Wan Systems. Inn wmn�s nn.,l enn�n�.=' Drain Pipe Through Toe Slope 318' = 1'-0. 1 SB 1/19/2016 1 DPCR20 C E SO rrr.e���i�e.e�■ N N N N N N 0 O O O O O H W (>n W W J F- LU W LU 1- LU Q ofU) Z Z DO a W U) d > g~~DJ D- U) J IY a Z � i;: LL ? o N 0 E y 0 0 N Of M Iit I M I N I- I Z r CD N N LJJ z- Q LU 1:J UJ J � Ow Z 0 U) < Z W U Z_ L.L.I J > relo Q ry' > W 0 Z Q 0 2020 CESO, INC ZACHARY DAVID N Project No, 9/21 /2020 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title CONSTRUCTION DETAILS Drawing No, C7.1 PRECAST CONC. TOP CAP SEALANT AND BACKER RC 3 1/2" THICK EIFS TO MATCH BLDG. (ABOVE WAINSCOT) 1/2" EXTERIOR GRADE SHEATHINC- FLASHINGAND DRAINAGE PER EIFS MANUFACTURERS REQUIREMENTS CONT. STONE WAINSCOT SILL TO MATCH BUILDING - BRICK WAINSCOT TO MATCH BLDG. (TYP.)_ #6 DOWELS @ EA. VERT. REINFORCED CELL ' kD o oQ 10" n z J CONT. 8" BOND COURSE W/ (1) #5 BAR - GROUT SOLID 8" CMU WALL W/ HORIZ. JOINT REINF. AT 16" O.C. VERT. AND #6 BARS AT ENDS, CORNERS & 2'-0" O.C. BTWN. GROUT BLOCK SOLID AT REINF. SEE PLAN FOR LOCATIONS. 6" 0 PIPE BOLLARD - SEE DTL 6/A-10. 6" CONC. SLAB W/ 6x6 W2.9xW2.9 WWF ON COMPACTED 6" CRUSHED STONE 112" EXPANSION JOINT W/ URETHANE SEALANT LINE OF TOP CAP BEYOND DOME CONC. TOP 5" STEEL GATE POST - SEE DTL 2/A-10 HINGE SEE DETAIL 7/A-10 NOTE: UPPER MOST COLLAR MAY BE DELETED 50 THAT GATE 15 REMOVABLE IN FUTURE. VERIFY WITH OWNER. 5" 0 SCHEDULE 40 PIPE. SEE DTL 6/A-10 FOR SIMILAR CONSTRUCTION GATE SEE DTL 2/A-10 HINGE SEE DETAIL 7/A-10 DOME TOP OF FOOTING (V) Ir�r�s:rrfrrr�rlr�i�rr�rrr� [: •Y uY .�iT_. iY @ "Y �_ �Y �t .� •Y ► a7 �Y �'' �T: "w �7 "�iT !Y s ��_ �_ t, - • �_ r �� �_ sY. SECTION @ TRASH ENCLOSURE SCALE: 3 4 = 1 — 0 12' CMU - GROUT ALL CELLS SOLID BELOW GRADE CONC. FOOTING W/ 445'S CONT. T&B #4'S @ 12" O.C. nn n• nu v n nrnv 4,ML DULId CC LUUNINU ULYIUL "7 MC.RII%,f%L T1VLU TO PREVENT BOLTS FROM DRAGGING ON CONCRETE DUMPSTER ENCLOSURE FRONT ELEVATION SCALE: 1/2" = 1' — 0" Ad -• d • 4 91 • • a • .' O • 4 _ .a d a • d d d d a • _ c d NOTE: GATES SHALL BE EQUIPPED WITH DROP (CANE) BOLTS, HEAVY DUTY HINGES AND LATCHES (WITH PADLOCK) DRILL HOLES 2" DEEP IN CONC. / PAVING TO ALLOW DROP BOLTS TO HOLD GATES IN CLOSED POSITION AND AT AN OPEN POSITION OF 900. POSITION VERTICAL HOLD TO KEEP CANE BOLTS FROM DRAGGING CONC. —BRICK — CMU STEEL GATES AND GATE DOSTS PAINTED 'HOMESTEAD 3ROWT1". SEE )ETAIL 2/A-10 -OR ADDITIONAL NFORMATON •WISHED RAVING I I f I I I ! I I I I I I I L_J STL POST & FOUNDATION (TYP.) I L-----J I I L-----J V-6" 0 FOOTING NOTE: ALL EXTERIOR TRASH ENCLOSURE STEEL SHALL BE GALVANIZED TYP. DUMPSTER ENCLOSURE SIDE ELEVATION B SCALE: 1/2 = 1' — 0" A-10 #6 REBARS AT EACH END, EACH CORNER & AT 24" O.C. 6" DIA. PIPE BOLLARD SEE DTL. 6/A-10 EXTERIOR VENEER TO MATCH BLDG. 5" CONC. SLAB W/ 6"x6"W2.9XW2.9W W F ON COMPACTED 6" CRUSHED STONE CONIC. APRON TO MATCH PAD CONSTRUCTION. SEE CIVIL DWG'S FOR PAD DIMENSIONS 112" EXP. JOINT W/ URETHANE SEALANT EXTERIOR VENEER RETURN TO MATCH BLDG. 5" CONC. FILLED GATE POST. SEE 1/A-10 GATE TO SWING 180 DEGREES DRILL HOLES IN CONIC/ PAVEMENT FOR CANE BOLTS. HOLES SHALL BE PLACED TO HOLD GATES IN CLOSED POSITION AND AN OPEN POSITION OF 90 DEGREES TYP. AT ALL GATES J 5 Cy 3'x1/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 2"x2"x3/16" TS FRAME 3"x1/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 2"x2"x3/16" TS HORIZONTAL RAIL 3•x 1/8" STL. PLATE DECK CLOSURE WELDED TO FRAME ON THREE SIDES (SEE ELEV.) 2"x 2N 3/16' TS FRAME (TYP OF 3 - SEE ELEV.) TOP/CENTER/BOTTOM FRAME 2N 3/16' STL. PLATE DIAGONAL STRAP BRACING (SEE ELEVS.) 1112' x 22 GA, GALV. STL. B DECK BRACES STL WELDED BR FRAME GATE SECTION O TO TO A-1p SCALE: W = V— 0" TOP OF PAVEMENT TRASH ENCLOSURE GATE DETAIL SCALE: 3/4" = 1' — 0" EU, -`AST CONC. TOP CAP f0 MATCH BLDG. VE WAINSCOT) m EEL GATE POST DTL 2/A-10) F. STONE WAINS( FO MATCH BUILD MAINSCOT TO H BLDG. (TYP.) 3'x1/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 —L ROUND OVER TOP OF CONCRETE 6" D10. X GALVANIZED STEEL PIPE, SOLID IN CONCRETE. PRIME & PAINT VALVOLWE RED. DOME TOP OF CONCRETE FOOTING (I - — - ° PAVEMENT AS NOTED ON ' CIVIL DRAWINGS n & DETAILS T-6" OF PIPE BELOW GRADE CENTER IN CONCRETE 4 e . 18" DIAMETER, 4000 PSI, AIR ENTRAINED CONCRETE BASE 8" COARSE STONE, HAND COMPACTED STURBED ORCOMPACTED SUBGRADE BOLLARD DETAIL SCALE: 1" = 1'- 0" m 5" 0 CONC. FILLED SCHED. 40 PIPE HINGE SLEEVE 1 1/2" x 22 GA. GALV. B DECK d d d e a ° _ 2 x 3/16" DIAGONAL BRACE �d. ° WELDED TO FRAME 6'x2"x1/4" PLATE WELDED TO HINGE SLEEVE AND GATE FRAME PLAN 2 x 2 x 3/16'' TS FRAME VIEW GREASE FITTING ELEVATION VIEW �HINGE DETAIL A-10 SCALE: 3" = 1' - 0" GREASE FITTING SN2"A/4" PLATE WELDED TO HINGE SLEEVE AND GATE FRAME HINGE SLEEVE GATE FRAME METAL PIPE COLLAR - FIELD WELD TO POST 5'0 CONC. FILLED SCHED. 40 PIPE NOTE: (2) HINGES REQUIRED PER POST (TYP.) SEE DETAIL 2/A-10 DUMPSTER EXTERIOR FINISH NOTES REFER ALSO TO "EXTERIOR FINISHES", SHEET A-3. EIFS: MATCH BUILDING EIFS BRICK: MATCH BUILDING BRICK MORTAR: MATCH BUILDING MORTAR COPING: PRECAST LIMESTONE CAP. COLOR TO MATCH BUILDING STONE WAINSCOT SEALER: ALL BRICK SURFACES SHALL BE TREATED W/ SEALER. REFER TO SPECIFICATIONS. BOLLARDS I GUARD POSTS:, FIELD PAINT WISH ERWIN-WI LLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300 SHER-CYRL HPA. COLOR SHALL BE WALVOLINE RED". GATES & GATE POSTS: FIELD PAINT w1SHERWIN-WILLIAMS 666-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF SHERWIN WILLIAMS 7515 HOMESTEAD BROWN. SEMI -GLOSS DTM ACRYLIC B66-200. '%Mop CESO rrr.e���irlle.e�■ N N N N N Y N r O N 0 0 0 0 0 0 C 0 N E a J � N H W o N 2 u m � � V) w ❑ w N Lu Lu a a w Lu 55 ❑ ¢ ❑ Q Q OF W z J DO D J IL w ILU) a IL > w w Q H FD d U) J w a z Z z >� � LL > LL Z O a] V N o Z 0 CF) N N L1J Z = L� J UJ J 0 0H ^I Z � O Q Z = LI.1 v Z L1J J i Q >w z 2020 CESO, INC vxurff ZACHkRY DAVID FIiEtiITi' 9/21 /2020 Project No. 757280 Scale AS NOTED Drawn NET Checked TJ V Date 03.06.20 Drawing Title DUMPSTER ENCLOSURE DETAIL FOOTING DETAIL SCALE: 1" = 1' — 0" DUMPSTER ENCLOSURE PLAN SCALE: 1 /4" = 1' — 0" Drawing No, C7.2