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HomeMy WebLinkAboutWPO202000035 Plan - VSMP 2020-10-01OWNER/DEVELOPER: VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 CONTACT JASONHUNT PHONE: (859) 357-7188 EMAIL: JASON.HUNT@VALVOLINE.COM rnrnr►rrrn. 3601 RIGBY RD. SUITE 300 MIAMISBURG, OH 45342 CONTACT: KELLY SCHWIETERMAN PHONE: (937) 401-3413 EMAIL: SCHWIETERMAN@CESOINC.COM CONSTRUCTION MANAGER: VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 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) 9774511 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: ADDRESS: PROPERTY AREA: ZONING: ADDITIONAL ZONING OVERLAYS: EXISTING USE: PROPOSED USE: FLOODPLAIN: 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 45-111 C 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 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 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 TM 45-11A PLANTERS BANK & TRUST COMPANY OF VIRGINIA ZONING: HC PARCEL ID: 04500-00-00-111A0 USE:BANK I� TM 45-11 C FIRST GOLD LEAF ND TRUST ZONING: C PARCEL ID: 04500-P-00-111C0 U.S. ROUTE 29 SEMINOLE TRAIL VARIABLE WIDTH RIW TM 45-110C FIRST GOLD LEAF LAND TRUST ZONING: HC PARCEL ID: 04500-00-00-11000 USE: SHOPPING CENTER : F r 4 TM 45-110 PTAP INVESTMENTS LLC & APTAP INVESTMENTS LLC ZONING: HC PARCEL ID:04500-00-00-11000 USE: SHOPPING CENTER ABUTTING PARCEL MAP 1"=100' © 2020 Microsoft Corporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus DS '*CHARLOTTESVILLE VIRGINIA RICHMOND 30116010141201 LOCATION MAP NO SCALE VICINITY MAP NITS 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 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 M FELDBUSCH@USSU RVEYOR.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. CESO r��.ssss��e.es■ N N N N N N O N O 0 N E J � o w g N > m � o 0 > w N Of w � � w 0 ¢ 0 w rwn Z m Z g w a Uj u- w > r Z ~ uj U) Of a r U J Of w Z z a z 0 Z L Z O m N N w Z Q w If J UJ J 0 Ow Z a Z = wU z_w J i Q Q w 0 z a 0 2020 CESO, INC ZACFIARY DAVID y ^^✓ 9/21/2020 Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title DiWith 9 o©© FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA TITLE 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. Drawing No, C1.0 TOC=459.54 'z ,4" INV=455.51' / ^ N, ° ? D / P.O.B. � \ P. \ LEASE • C. gSpyq<T \� FOUNO 1/2"REBARdY/ / OAK L/NC LNCAP / 0IRG/N/AELEC ,e P . O . B . &PDYERES1WT �� GS. 5V4.44, 0' \LEASE / OB 3925 3j7 '41 „ ^ 19, N/F /\ PGS 52 v "CPP f h. W PLANTERS BANK & TRUST Q- ^' COMPANY OF VIRGINIA / 9 / ce BK 4659. PG 32 FOUND A2"REBAR 6Y/ S .I PARCEL 04500-00-00-111A0 L/NCOLNCAP qSp FOUND 1/2"REPAR LE ERU/C I I \ Qs9 7S 0 (� CONTROL CAP OR,7YES/ \ \ \ 39' OB 4 2 4 2\ \ / \ \ 7 .� 2aao/ \ \ '� 2 O LO ESU/LLE MTV/ /VACANT CENTRAL TELE CO ESMT 9q' Z r N I BUILDINGS AT /CQ ~ OB3919 [ / \ TIv1E OF SURVEY / Cy PGS999 / \ �3 \ Q \ LEASE 2$533.90 Sq. Feet 0.52 Acres Q� / LAT,8`05'27" N �e NV N=a53.o9' 7 / LONG: 78028'05" W p 3�~�/ / R Ov FOUND 1/2"REBA dY/ �- � L/NCOL�CAP I^� TOC- 393-1 .825 / I /� \ / / v 3\I C° TOC=456.95 /( 4 m INV=441.75' B1A 2., r`i_ Y /?SqN 2 4 v H � / N� h A ads/\QLL \ 446 �`�J GNOIIA c p '�� JA�� l o C/TYOF HAR20TiES�/L �l / \ S H L SN TOC=456.64' h� _ a^� / I / l l I ALB� RLE \ "I INV=446.69' /' / II 'III SSWR E�607 7 �OUND 1/2"REPAR GY/ 5 A/ I I I 97 L/NCOLNp CAP n MULTI b' $�. I RU 2000 IV BIRCH ULTI-T UNK VE IRCH TOC=456.76' v I I INV=449.91' / ^� \\ \� / / I MI 4" OAK / / O VARIABL 1 RAIN D aI 00, Op 6$9150, 6 F B7q 0, IV ?YR PARCEL B \ \ N/F \ / / I N/F 195 A FIRST GOLD LEAF LAND TRUST J / �� PTAP INVESTMENTS LLC ET AL 08(M SK 865. PG 165 C SK 4659. PG 32 PARCEL#04500-00-00-1 11 CO PARCEL)/04500-00-00-11000 / 49546.9 LINE BEARING DISTANCE O pRi 1.14 AC. o ALBEMARLEOEEDESMT / Sr Mf L1 R N 30.32.19" E 18.56' 094S59 r'N \ L2(M) N 30-35-40" E 18.55' c/o0 PGS32 OF J 20' \ 5 r / U,9RL4BLEDY/OTH, EASEMENT O93577PG 651 N/F /FIRST GOLD LEAF LAND TRUST WENDELL W WOOD, TRUSTEE BK 4659. PG 32 PARCEL#04500-00-00-11100 N ' L ALBEMARLESERU/CEAUTHORITYESMT �\ OB 4332 PGS2B4 �� LL TOC=45 .93' " OLLY INV=43 .7 3' -T NK 2000 BIRC c/o0 DTH \ \\ \ E NT �l \ 43 6. 2 15"HOP \ FROMAPPRPR011590E0 S/TEPLAN/ \ T? . J� \ 1_3 R2 N 24 44 19 E 15.37 - z L4(M) N 24'42'36" E- �qRi � / \ / )&I f /OTN N 1 0 elsePC 64fvT®43 / 65. \ O o \ N 20 0 20 40 GRAPHIC SCALE (IN FEET) 30' S ss S0 \ \ \ \ 760 ,?VPR/UATEACCESS \ \ EASEMENT \ DB4959PG92 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 OHE OVHD ELECTRIC LINE UGE UGND ELECTRIC LINE UGT UGND TELECOMM LINE - - - - &V - - - - MAJOR CONTOUR - - - 102 - - - MINOR CONTOUR nn nn nn nn nn nn nn nn nn nnnnnnnnnnnn GUARDRAIL NO BUILD AREA MONUMENT FOUND c/p CLEAN OUT ® MAG NAIL FOUND (D STORM DRAIN MANHOLE BENCHMARK (D SEWER MANHOLE ►wi WATER VALVE C7 TELEPHONE BOX pw WATER METER Q TELEPHONE MANHOLE )a HYDRANT TELECOMMUNICATIONS PEDESTAL roc 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 REMOVE AND DISPOSE OF EXISTING PAVEMENT, SIDEWALK, AND BASE MATERIALS REMOVE AND DISPOSE OF EXISTING CURB = = = >• LIMITS OF DISTURBANCE TBR TREES TO BE REMOVED ' Com guile / TK=qAR 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 WWW.siooioe.so■ N O N O N c 0 N N E J � Q N 1- 2 � o w y m U) m U) r z Of w cl- a- w o ¢ o w a ¢ z U) Z m Z g w a U a w > F Z F I. -Of U) a- U) J w Z z a z u_ � L Z O L0 V CO N O Z O N LLI N z- aw = J U� J 0 W r Z U) Z Q _WU Z LLI J i OQ / Q /Q V 2020 CESO, INC ZACRARY DAVID Project No. 757280 scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title EX. CONDITIONS & DEMOLITION PLAN Drawing No, C2.0 FOUND 112"REBARW1 / OAK L/NC LN04P „h / LEGEND N/RG/N/AELEC o 0 SITE PLAN GENERAL NOTES: cCPDNER ESMT B , S 2q•600' \ EXISTING OB3925 ` 3 1 a 4q'Ig,, N/F � 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS, INCLUDING ? 1 REFER TO EX. CONDITIONS AND DEMOLITION f b W PLANTERS BANK &TRUST BUT NOT LIMITED TO O.S.H.A. STANDARDS. PGS52 aAK ^ COMPANY OF VIRGINIA / PLAN SHEET FOR EXISTING FEATURES LEGEND 9 BK 4659. PG 32 a 2. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION. S PARCEL#04500-00-00-111AO MAINTENANCE USE AND N / / PROPOSED = 15� S•1S EASEMENT AGREEMENT ALLOW = / 3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE, BUILDING } 7 �S•7 41 „ VALVOLINE TO USE BROKI 94 / / DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT. BUILDING s S" 1S .'so, 721 - 749 � 4. REFER TO CONSTRUCTION DETAILS / GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS. CONCRETE CURB PAVEMENTMALK OR� ESMT R24.0 ( / % 5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE OB4992 / PGS294 STATE SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). n : . j 20.0 �\\\ S / / CONCRETE ^ R3.50 5 v S / 6. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED \ \ 00 i 24.0 (TYP) - I - 3T / ti / PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. + + + 51.53 6 f`4.pd. 18.0 20.0 ALBEMARLEDEEDESMT 43.0 /. /. ' + + + OB49,f9 \ %. 5.0 j 5.5Q4 + 18.0 PGS32 vloc / + IV\� - \ GANDER DRIVE ` a� ,. „ 2 3 ,0 CODED NOTES: / A = 2,080 SF; H = 28'-1111 R5.0 10 1. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE AND PAVEMENT MARKINGS. REFER TO CONSTRUCTION DETAILS. 16.0 4 / / . 2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO CONSTRUCTION DETAILS. R12.0 5.0Z I 3. FLUSH CURB /: o / 8 4. TRANSITION CURB TO FULL HEIGHT IN 10' / 43.0 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. I 13 20 0 20 40 9. PROPOSED MONUMENT SIGN, PER SIGNAGE PLAN. GENERAL CONTRACTOR TO PROVIDE ENTIRE BASE FOR MONUMENT SIGN. � `�. % 14 a /5.5 . + + + DUMPSTER CONCRETE PAD _ _ _ / CONCRETE PAVEMENT WITH � �° N V� ° f5 \ 06 // v / / �� O \ 8. ALL SIGNAGE SHALL COMPLY WITH THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. SZ BLACK COLORTOP SEALANT 20 O yw J� �e / / rd 11 11 y R5.0 v 0=02 O Q' O 4 a 0 R5.0 � ti 9. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH THE STATE DOT AND THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM �co y� Q TRAFFIC CONTROL DEVICES. ASPHALT PAVEMENT CENTRAL TELE CO ESMT = z- \\ ,\ % R5.0 O}h���� a. LANE LINE: 6"WHITE OB3919 / 6 \O ! 39.0 Q¢�o o� b. PARKING STALLS: 4" WHITE tV PGS699 ^..% + \ PARKING SPACE COUNT `� ti f 7 15.50 Y + + 10 + 0 0 C. STOP LINE: 24" WHITE _ _ L 89.80 8 ` + J. CROSSWALKS: LONGITUDINAL 24" WHITE (PER VDOT STANDARDS) p j ` DETECTABLE WARNING MAT. 7¢00 VIOC 18.0 ` " �[ / \ e. HANDICAPPED STALLS: 4" YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS ``-.L 26.52\ � k z ao GANDER DRIVE LIGHT POLE A = 2,080 SF; H = 28'-11" 8 / O 10. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE. G - { ' o 70.44 18 `� 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 .' `� NARLABLEW19711ACCES, NOTED ON PLANS.JW EASEMENT R24.0 % / \ \ f ` 3 �� DB3577PG 951 12. ANY SIDEWALK, EXISTING CURB, OR PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPLACED. 7 G" R12.0 • 7 ti / 13. PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED. C / LBE ARL ERN/L � % `pp �z 59.68 ARCHITECTURAL REVIEW BOARD NOTES: LITHO / ESMT 16 \ � % ` � � 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 20.0 \ c FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES ACT BE ELIMINATED. 2 NSF ACCESSIBILITY GUIDELINES. FIRST GOLD LEAF LAND TRUST AK 15 " ,,., 1► �,.,,� 11 17 WENDBK 46 9. PG 32IN WOOD, USTEE 3 15. PRIOR TO FINAL ACCEPTANCE OF STORE BY OWNER, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH. \\ \ R5.0 di 10 0 ,� PARCEL#04500-00-00-11100 �} \ 2" MAGNO 92 33 1 (TYP) ry \ 16. ALL CURB RADII TO BE 5', UNLESS OTHERWISE NOTED ON PLAN. / �' o /TYOF HARLOTTESLL M TYp N� . ry�� / 17. KNOX BOX FOR FIRE ACCESS REQUIRED FOR BUILDING. LOCATION TO BE COORDINATED WITH FIRE MARSHAL'S OFFICE. v �� 2' HOLL a,. �� 20.0 ( �� 24.0 ' PGS9123.78 °�� nP �__ 2 2 \ ALBBRLE \ ° ( ) R2.0 F NN OA SB997 SMT 7soD 7.73 ° a ` a p � �or T �� 7 ULTI RU N/ /N%�L MAG a .� 'V - N / ALBEMARLESERN/CEAUTHOR/TYESMT z¢ao \ IV BIRCH " 2 HOt R10.0 � OB4332 0 PGS HO ° PGS2M I 11 5 \ \ �• ULTI-T UNK 7 (TYP.) VE IRCH 10.0 5.5 \ (TYP.) TRUN�1� 18.0 20.0 I / LL K LY " HOLL 0 7¢00 \ / R6.0 a _ � � - O 7 (TYP.) 4" OAK RIR BIRC °11.0 a 5.5 a R2.50 I 16.0 %. VARIABL WIDTH � / y� ® IN E E E Ni \ % \ \ d a \ ^1 40.0 60 R5.0 S D 40. PG 43 >5"HOPE@ 7B% q '4 �ROMAPPRONED S ,16 OPB S7TEPLAN/ 2.0 %'.,..,,'� 11 / /V 6S°Sp F 1gs1� \ I 6 l \\ �5.5\ (TYP.) / 21.33 I 9. PARCEL B s I NSF N%F 1gS 32 / ".� % a a c n + ++ + I FIRST BOL 865 APG 1Ns TRUST PTAP IBKE STMEN4659.TPGL LC 32 ET AL pB �M) 9� 90' / / 12 1.1.5/ + + + PARCEL#04500-00-00-1 11 CO PARCEL#04500-00-00-11000 / % + + 49546.0 SQ. FT. 8 ._ 1 o% 1.14 AC. LINE BEARING DISTANCE L1 R N 30'32'19" E 18.56' 1_2 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' CESO WWW.siooioe.so■ N O N O J J ~ a a U) � � w o ¢ o w Q Q z U) Z m Z g � w d tl) 0 W > F_ Z r U) Of U) a U) of z a z r z ri L ? O It P') N Lz_ N LLJ N z- aw = J U� J 0 z Z ■ Cf) Z WU J> 0 >w 0 rrQn (C) 2020 CESO, INC V ZACHARY DAVID 10. DUMPSTER ENCLOSURE & CONCRETE PAD. SEE C7.2. / 2 Project No. GRAPHIC SCALE (IN FEET) 1 V Scale 11. LIGHT POLE BASE, PER UTILITY DETAILS. I � �.�6�'.` Drawn 12. PROPOSED BIKE RACK, PER CONSTRUCTION DETAILS. * / 4 Checked � 5 � % 8.0 a a 13. GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR BELL RINGER. CONDUIT TO BE INSTALLED UNDER CONCRETE SIDEWALK, ADJACENT a a Date TO BUILDING, AND STUB OUT OF CONCRETE CURB. REFER TO ARCHITECTURAL PLAN, A3.2, FOR ADDITIONAL INFORMATION. DI Wiffi (TYP.) Date Drawing Title 9 0�� 2 7 \ 11.0 O o47 14. CONDENSING UNIT. REFER TO MECHANICAL PLANS. \ 20.0 it R2.0 15. GENERAL CONTRACTOR TO PROVIDE ANCHOR DIAMOND PRO RETAINING WALL OR EQUAL. RETAINING WALL FACADE TO HAVE SMALL FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL SCALE BLOCK WITH MUTED EARTH TONE COLOR. SEE DETAILS FOR TYPICAL SECTION. SEE GRADING PLAN FOR ELEVATIONS. HEIGHT Ck VARIES (MAXIMUM HEIGHT OF 4.25') NOTIFY THE FOLLOWING AGENCIES: VIRGINIA \ 5.0 5\ D ALL OTHER AGENCIES AGENCIES L AT 811 R 52 WHICH MIGHT -7001 � HAVE 16. GUARDRAIL PER VDOT STANDARD DETAIL GR-2. UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA 17. PROPOSED UTILITY EASEMENT. SEE UTILITY PLAN ONE CALL. ENLARGED PLAN: ACCESSIBLE PARKING AREA 18. PROPOSED CROSSWALK PER VDOT STANDARDS. 1" =10' Drawing No, 757280 AS NOTED BAB TJV 03.06.20 SITE PLAN C3.0 56.64 5.69' C7 �0) tiW ��U Q' $O Q, J"�t4 O i �17 [Z• TOC=456 94' INV N=453.09' INV S=453 03' 4 ry 4 Np/14 t � 456. OAK / BW=451.88 n� 5's oAK TW=456.02 BW=452.10 / GO o' ) 0)N Q Cmo a� %\ 5 CA /4" OAK - cA0 i PARCEL B N/F FIRST GOLD LEAF LAND TRUST BK 865. PG 165 PARCEL#04500-00-00-1 11 CO 49546.9 SQ. FT. I 456.21 �O -16 ILINE BEARING DISTANCE L1 R N 30'32'19" E 18.56' L2 M N 30.35'40" E 18.55' L3 R N 24.44'19" E 15.37' L4 M N 24.42'36" E 15.41' /Me 1 0 7 6 M1l1 Nq< r FOUND 1/2"REB.4RW1 L/NO LNC9P D 6S I S 2a• 4�0' �," / a N/F PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 RCEL#04500-00-00-111AO / qSp & 771 TC=456.68 BC=456.18 TC-457. - BC=457. TC=456.98 1 BC=456.4E yo TC=456. 456.94 67 BC=456.17 F / VIOC 456.94E GANDER DRIVE / A = 2,080 SF; H = 28A V / 1 FFE = 457.04" '�W J %ty MULTI-TRUNKRIVER BIRCH / 455.12 MULTI -TRUNK TC=455.1 RIVER BIRCH \ BC=454.fi r 454.! MULTI -TRUNK RIVER BIRCH 2\HOLLY 2" HOLL4� </off _ ?e l � S 6s. 4S/S Sp 36 Op 6 �io0 H 0150, F 19RjH� 6 W S 02 (R) N/F /9$ PTAP INVESTMENTS LLC ET AL•�8 �M BK 4659. PG 32 PARCEL#04500-00-00-11000 coo® ENLARGED PLAN: SOUTH PARKING AREA 1"=10' J0 h ~/ � 454.43 /CD _L V hM. / M 7 / N / 2 S 0 o/ TC 458.94 \ 1 �' o �"1 BC=458.44 R TC=458.10 F 9 ^ryo /z`P�� 20 0 20 a° 4 BC=457.60 9 $ TC�156.98 GRAPHIC SCALE (IN FEET) BC=456.48 (M.E.) 3C=45Z10 TC=456.77 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) H 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 5.66 `' REPRESENTATIVE ON -SITE. SEE LANDSCAPE PLAN FOR DETAILS. a `^ 455.54(M.E.) `3 q `ryry W� 455.00 (M.E.) / N/F Fo /FIRST GOLD LEAF LAND TI WENDELL W WOOD, TRUS BK 4659. PG 32 4.78(M.E.) PARCEL#04500-00-00-1 n o C=455.33 i 11FR0&.4R,0R0VEV S/TEPLAN/ w� TBMk1- 71 TC=457.72 TC 457.04 BC�57 22 TC-457.93 BC=456.54 BC=457.43 1" I TC 456.93 BC=456.43 TC=456.68 BC 456.18 I TC=456.55 TC�56.68 I BC=456.05 BC=456.18 0 FFE = 45704' =456.93 456.94 TC=456.94 =456.43 u 1 456.94 BC=456.44 - - - - - - - - - - - - - - ENLARGED PLAN: NORTH PARKING AREA & TRASH ENCLOSURE 1"=10' TC=457.67 rl BC=457.17 I � 457.14 456.44 456.78 56.70 EXISTING EXPOSE BACK OF CURB 6" CURB WASHED GRAVEL 1 (SEE LANDSCAPE PLAN) PROPOSED CURB EXISTING CURB TO PROPOSED CURB TRANSITION N.T.S LEGEND REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS 77777777777777777 BUILDING 320 MAJOR CONTOUR 322 MINOR CONTOUR STORM SEWER STM coo CLEAN OUT p DOWNSPOUT CONNECTION MANHOLE CURB INLET CATCH BASIN FXxx XX FINISHED GRADE ELEVATION TC=XXXXX TOP OF CURB ELEV. BC-XXXXX 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 (M.E.) MATCH EXISTING ELEVATION TC TOP OF CURB BC BOTTOM OF CURB xXX% _ SLOPE ARROW GRADE BREAK 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. 6" 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 ROOF/FOOTING 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. a $1 .com � � 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 WWW.eB*oloe.so■ N N N N N N 7 '7 O N O O o 8 o 0 N c 0 N N E cg J � Q N 2 W o W y U) r Z W � � w o ¢ o w a ¢ U) Z m Z g � w a uui a W > r Z r I_ uJ a J w Q Z z a z L Z o LO V CO N O Z O N 04 LJ z- aw = J U� J O W Z Z LJ U z Lu J> Q >o z Q 2020 CESO, INC ZACRARY DAVID Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title GRADING PLAN Drawing No, C4.0 Ag9 . .,,t $ 7901l1 / FOUND 1/2"REBARWI OAK L/NC LNCAP ,c 2 % BS. S44 00, 1 \ N F W PLANTERS BANK & TRUST a 8^ 1 COMPANY OF VIRGINIA Qt� BK 4659. PG 32 �LO \ g \ S I PARCEL#04500-00-00-111AO 30. +\ + 39r) + b + /+ + s + + + + + S•rs r, , ' / TRF� I + + + + + + + + + + + + F{ �y "// / +� +1 + + + + +\+ +/r + + Oy 4 e // / I + + + / / / / /� �� /+ + + + + + 1 + + + / + /+ + + + / 453 l _-+ + + + + + + �+ + + + + + + TOC=456.94' %/�y�� / / /ass 1,+ + + + + + + + + + + + + + + + + + INV N 453.09' \ / 1V A T 7 / / LEGEND REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS DRAINAGE BOUNDARY �i�► FLOW ARROW CESO WWW.siooioe.leo■ , cp`w s N N N N N .`V� 20 0 20 40 O O O O O 4g g�) Q� GRAPHIC SCALE (IN FEET) INV s=453.03 / / / / + + + \ + + + + DRAINAGE AREA Ell / + + + + + + + + AREA = 0.230 AC + ' ! DRAINAGE AREA E2 % I+ + + IMPERV=31/o + + + AREA = 0.327 AC + �" + + C = 0.49 � AK ^ + + + IMPERV = 0% .+ + +\� + + + C=0.30 + +I+ + + + + +\ \I� + + + + \+ + + + + + 3 4� + + + \+ y U Q N \ o�� \ + \ + �F\ + + / + + + + / FIRST GOLD LEAF LAND TRUE +� WENDELL W WOOD, TRUSTEE LT- \+\ + Fo BK 4659. PG 32 + + + + + + / ` PARCEL#04500-00-00-111C + + + / 2"4f,NOLI -h-' + + N I \ 2 R66L \ �1V 2\�LLY\+ + + '�}-SqN + Oza� HLL4� + + + 56.64' h III I I 5" / I I \ \ \�\�\ \ 2• r A� A + " A ® I I I ` \ MULTI-TRU �VER BIRCH \ �\ \ \�\p }HtOt�{Y \ L FMVER BIRCH \ \\ 2" HOLLY MULTI -TRUNK \ �\ / h 4" OAK / M\\ ��/ J� \ RIVER BIRCH 2" HOLL 3 B 02 PARCEL B \_ �/ 1 �1/ I I w •�R) \ /l / FIRST GOLD LEAF LAND TRUST / / PTAP INVESTMENTS LLC ET AL 06' Ash 15 v / BK 865. PG 165 ` BK 4659. PG 32 PARCEL#04500-00-00-1 11 CO PARCEL#04500-00-00-11000 49546.0 SQ. FT. e 1.14 AC. LINE BEARING DISTANCE L1 R N 30'32'19" E 18.56' 1_2 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' 1/10 C/P // /////// 7PEQ LB% \ 4PPRONEO \ S/TEPLAN/ \ RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SQ. FT.) (ACRES) (C) + + + + GLENELG LOAM LAWNS 6,909 0.159 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 Drainage Total Area 2-Yr Rainfall Composite Runoff Runoff Description T� ainfa ll Rainfall Area (Acres) Intensity Runoff Coeff Q (2 Yr) Q (10 Yr) Intensity E1 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 Tc of 5.0 minutes ** i = B / (Tc + D)AE. 8, D, E factors according to VDOT Drainage Manual App 6C-2 alip mom • 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. N C 0 N N E J � Q N 1- o 2 Lu W fn > > � a] °f Of rn 0 W N Lu W a- � w o ¢ o w a ¢ rwn Z m Z g w a UJJ a w > F Z F I. -Of rn a- U) J w Q Z z a z LL �: LL Z o Z C:) CY) N W N Z- aw If J U� J OW Z <O W < Z Q LU U _:i> OQ > Q Q C7 2020 CESO, INC ZACRARY DAVID Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title EXISTING DRAINAGE Drawing No, C5.0 Q' \ - 454 U _ TOC=456.94' INV N=453.09' Q `- INV S=453.03' i' FOUND 1/2"REBARGY/ 3 N/F PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 RCEL#04500-00-00-1 1 1A0 7S .30, 75 39 , () DRAINAGE AREA 4 09 AREA = 0.042 AC IMPERV=93% C = 0.85 K DRAINAGE AREA 3 AREA = 0.039 AC DRAINAGE AREA E2 1 6 / IMPERV =100% AREA = 0.032 AC < C = 0.85 / IMPERV=10% "S�)J C=0.36/ Q o / dd5 /\\\ \� 5 o DRAINAGE AREA 2 44 ^ f 1 \� N AREA = 0.148 AC \CO r I�� / /" / //9/7/�4��\\ o IMPERV=97% <" \� \��j ��'N \ \ 456 C = 0.85 i6.64' in Z / I I /I I \ \ \ \\� \\ 2 �hh 5.69' I I III 5" A 2.. \I-TRU VER BIRCH H ONY1�S ULTI-TRUNK \ \ + RY.VER BIRCH__' + F MU K MULTI -TRUNK \ �\ / ^ 4" OAK �/r \ \ \/ J� \ RIVER BIRCH 2"H L 40.1 ss's0,36 /s o '5013 79S \ / \ PARCEL B�I/ I I N/F 6 4V 79S 0 2 N/F FIRST GOLD LEAF LAND TRUST \ PTAP INVESTMENTS LLC ET AL 06' l l BK 865. PG 165 BK 4659. PG 32 (M� PARCEL#04500-00-00-111C0 PARCEL#04500-00-00-11000 49546.9 SQ. FT. C 1.14 AC. v LINE BEARING DISTANCE LI'll N 30'32'19" E 18.56' 1_2 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' Jo 4 u J IVA \ LAND COVER & RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SO. 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 LAWNS 223 0.005 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 6,217 0.143 2 TOTAL AREA 6,440 0.148 COMPOSITE C 0.85" / STORM SEWER NOTES: / 1. ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING A GASKET, SO AS TO PROVIDE A WATERTIGHT SEAL. \ 2. ALL STORM SEWER PIPES LESS THAN 12" DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE \ CONFORMING TO ASTM SPECIFICATION D3034, UNLESS DENOTED OTHERWISE ON PLANS. a / 3. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON -SHRINKING AND N / NON -CORROSIVE GROUT. \\� / 4. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV) POLYVINYL CHLORIDE (PVC SDR 35) HIGH DENSITY POLYETHYLENE PIPE (HOPE) 5. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 21y \ 6. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES. 20 0 20 (� 2� 40 7. 8. ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 3" ABOVE FINISH GRADE. ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00%MINIMUM SLOPE UNLESS OTHERWISE NOTED. GRAPHIC SCALE (IN FEET) 9. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO \ BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. \ 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. DRAINAGE AREA E1 AREA: 0.096 AC IMPERV = 96% C = 0.85 N/F /FIRST GOLD LEAF LAND TRUS WENDELL W WOOD, TRUSTEE BK 4659. PG 32 PARCEL#04500-00-00-1110 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) DROP INLET 451.90 (6" PVC) NW 2 VDOT DIA 454.41 451.29 (15" RCP) N 451.19 (15" RCP) SW 3 CURB DROP INLET 455.01 451.45 (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 DIA 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) LEGEND REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS DRAINAGE BOUNDARY _ 320 MAJOR CONTOUR 322 MINOR CONTOURCES O STM STORM SEWER WWW.egooioe.so■ UD 4" PERFORATED UNDER DRAIN N N N N N coo CLEAN OUT d p DOWNSPOUT CONNECTION N 7 `-: o N o 0 0 o 0 MANHOLE CURB DROP INLET DROP INLET '�!�► FLOW ARROW 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) CESO EXIST VS PROPOSED DRAINAGE OVERLAND RUNOFF - (2 & 10-YR STORM) PROJECF: VALVOLINE INSTANT OIL CHANGE - CHARLOTTESVILLE, VA 2-Yr Rainfall 10-Yr Drainage Total Area Post Composite Post Runoff Pre Runoff Post Runoff Pre Runoff Description T° Intensity Rainfall Area (Acres) 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 0.57 0.54 0.74 E2 Overland runoff to existing BMP facilities 0.03 5.00 5.10 6.54 0.36 0.06 0.50 0.08 0.64 'Mininum Tc of 5.0 minutes " i = B / (Tc + D)AE. 8, D, E factors according to VDOT Drainage Manual App 6C-2 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' 1 0.50% 451.29 451.45 2 TO 1 15" RCP 1 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 TOTALAREA 1,692 0.039 COMPOSITE C 0.85' + + + + + GLENELG LOAM LAWNS 139 0.003 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 1,717 0.039 4 TOTALAREA 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 TOTALAREA 8,670 0.199 COMPOSITE C 0.85' C ESOV PROPOSED STORM SEWER TO BMP-PROPOSED SITE PROJECT: VALVOLINE INSTANT OIL CHANGE - DEVELOPMENT (10-YR STORM) CHARLOTTESVILLE, VA AREA RUN-OFF INLET RAIN RUN-OFF TOTAL DRAIN 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 2 0.04 0.85 0.03 0.24 1 5.81 1 6.29 1 1.50 1.50 2 1 0.15 1 0.95 1 0.13 1 0.36 1 5.98 1 6.24 1 2.27 2.27 "Mlninum Tc of 5.0 minutes '• i = B /(Tc+ D)AE B, D, E factors according to VDOT Drainage Manual App 6C-2 'C = 0.85 FOR COMMERCIAL DEVELOPMENTS, PER VDOT DRAINAGE MANUAL a $1 .cam _ 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. 0 N N J � 1- 2 Lu w N m N Of U) z Of W a a U) � � w o ¢ o w ct LU on m Z g w a- on o- w > LU Z LU I_ uJ U a U J Of w a Q Z z z L L Z O Lo V CO N z CD N W N z� aw = J U� J oW Z U Z Q _WU J i Q Q /Q V 2020 CESO, INC ZACHARY DAVID Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title PROPOSED DRAINAGE PLAN Drawing No, C5.1 470 Bam 455 L,E, A X W -0+25 STA. 0+77.08 TA. 1+45.90 STA.0+00.0U DROPINLET- VBE3T-0FF - 4 58- 15" INV. = 452.38 SE VDOT DI-2A-Wf NI FT 3HAPING_(1S RIM = 456.20 15" INV. = 452.00 (NW) _ 2� 1 '"INV. TINL P =-455,0 = = 451.55 N STA. 1+78,91 INLET T b RIM = 45441 + -90 6" INV.=451.90 (NW) RED- END SFCTIO (STING GRADE PROPOSED GRADE 15" INV. = 451.29 (N) VD T ES-1 W1 CLAS Al RIPRAP (EC-1 15' INV.=450.71 (NE 77.1'-15"STM @ 0.50°� 68.8'-15" STM @ 0.50% 33.0'-15"STM @ 0.50°� - - 47.5'-15" STM @ 1.00% EXIST. GAS LINE. VERIFY VERT UNKNOWN bNTRACTORTO LOCAHONAND- W v W W v v W W v v W W v v W W v v W v W a W v v v a W v v W W v v< a 1 11 1 +00 STORM SEWER PROFILE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. ON 470 465 [�91Ij 455 450 445 I/I X a' W a 2+50 CESOW 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 O 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) 5 4 10.199 0.85 0.17 0.17 5.00 16.54 1.11 1.11 452.38 452.00 77.1 10.0050 15 4.57 2.94 0.44 5.44 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 0.85 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 5 C)P10C, 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.ssssl�e.es■ O N O O o O D M N 0 0 0 0 0 F- w rn w LU F- M � w z U) Lu a w w w P a J Lu g z z 0 � I"t I M I N I- I Z r TOT VJ N N W (D > Z Q W If J UJ J U) OW Z ~ ry IN Q Z = W U Z W J 0 Q ry > W r) Z a 2020 CESO, INC V NLT11( ZACH 1RY DAVID FRESIINLU 00TV. Now0.4 6 A Project No. 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 1/z SECTION CAST IRON 1/2 SECTION STEEL NOTES 2'-7" LUGS TO BE 1'-31 L 2%2" x 21/2" x 1/4"CAST WITH 10'-4" LONG 1• DEPTH OF INLET (H) TO BE SHOWN ON w COLLAR r ' STANDARD RDDTATH GREATER THAN 10' USE B _ i PTIO ORACE _ R_ BRACE RIBS CAST I GALV. IRON I STEEL 86 ± , 43.6 LBS 3 LBS 1 TIL: INCLUDING I INCLUDING LUGS (CONNECTOR 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2" #8 6" IDTH 1/2" z 1%2' x 4"1 1 %2" x 4" STRUCTURE. PLAN LUGS 12" 91 i' STUD SHEAR I 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) CONNECTORS i OUTFALL PIPE IS HIGHER THANTHE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A • OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF HING COLLAR DETAIL " t MIN RINSED ALL MS TO BE NCLU NTAL TO INLET SHAPING IS TO BE INCLUDED TO INPLACINGTSHAPING D ETTERNG IN THE BID PRICE FOR THE STRUCTURE. DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS FOR DETAILS SEE STANDARDGST'TER. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A IN -PLACE. 4'-2" 2' HARDWARE CLOTH 2_g 1'-3" SEE DETAIL B I I 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR TO ABUTTING CONCRETE TO PREVENT #68, #78 OR SETTLEMENT. IN LIEU OF DOWELS W ww ww > _ x �������������� A 2 X4 NOTCH MAY BE PROVIDED. SEE STANDARD T-DI-3, 4 FOR a a a a' o e 3" DIAMETER ALTERNATE DESIGN. COLLAR WEEP H SEES NOTOE e 0 0 e 8. 3" DIAMETER WEEP HOLE WIT}( 12"X12" MESH x Z Z 22 12" a �� OR GALVANIZED STEEL WIRE NIMUM 22 12"-16"-18" OR 24" WIRE 4 ME aV in 10 i., HARDWARETER CLOTH ANCHOREDRFRMLYSH TO THE OUTSIDE OF THE STRUCTURE. -7' a A' 9. CAST IN PLACE CONCRETE IS BE .Q CUSS A3 (3000 PSI). PRECAST • CONCRETE IS TO BE 4000 PSI. SECTION A -A Y/z ' II F� +i II' 11 I� �� � 2 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE ATHE ENGINEER SEE DETAIL B I I I I CONCRETE QUANTITIES FOR MIN. DEPTH "��FFTT MAY BE SUBSTITUTEDUTED FORR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15" CONCRETE PIPE - 1,528 CU, YD, CONCRETE 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE Q/�' I I APPROXIMATE CAST 4.1 GRATE 383 WEIGHT IRON ± 18 LBS 11. DUMP NO WASTE DRAINS N WATERWAY LETTERING IS REQUIRED ON ALL DI-1 24" CONCRETE PIPE - 1.817 CU. YD. CONCRETE SECTION C-C SECTION D-D MAY VARY BYLMANNUFAC MANUFOCATION OF ACTURER. ER ADDDITI1NNAL FOOT OF DEPTH. GRATE DETAIL XVDDT STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) 1D' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS DI-2A. 20, 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE 15 EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT �A �51, CSCA-CARS �C O\\\\` \\\\� FACE OF CURB J FLOW -I RACK CONTROL J I 3'-0" 2'-0" 8' 2'-2" 8" C 3'-6" W MIN. 10, MAX A PLAN VIEW 10'MA%. GALVANIZED MC 6 X 12 I I L I I 3" DIAMETER B 8 WEEP HOLE SE 0 E NOTE 8 FRONT ELEVATION DI-2A DI-2B 1 I J = I I I I I I FLAW I I - -1 FOR USE ON GRADES DI-2C I _J I r FL W FOR USE IN SAGS BOTH SIDES TO BE SYMMETRICAL xVDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 104.03 E GALV. BARS A-1 D 10" C-C BARS B 9 10" C-C BARS C 8" C-C BARS A 110" C-C SECTION B-B a e - a 7�j BARS O65 E a 6S SECTION C-C ADECREASE TO 1" WHEN INLET IS USED WITH MEDIANS. WARPED GUTTER APPROACH GUTTER GALV. L221 X2%2"X1/4" rw-E 8,a.. L MCBX12 3'-2" D. D a WELDED " J JOINTS TYPICAL 2' • 12" , 9 2" LIIE COLLAR 21-711 � 1 m OF C H GALV. MC6X12 D SECTION D-D CE WELD BEFORE GALV. GALV. WELD ALL MCBX72 %i' X 4" STUD SHEAR CONNECTOR TO COLLAR. SECTION E-E I 15 m 5"LAi xz[p)'X1/4" m & o A-1 d BARS r SEE NOTE 8 OFtl 3 wSLOPE - - C 0" C-C ._I 1SURFACERaBARS zBARS VNWEUDED 1 y B 9 10" C-C 1/ „ X4" STUD5 BARS C t (EARCONN.cZ BARS F IEB C C ON 2'C- RPED TYPE B TYPE A SURFACE •' STEPS NOSE DETAILS " SEE NOTE 5 TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE SECTION A -A OF 68.30'AND IS TO BE ANCHORED WITH X4" STUD WELDED FOR STEP DETAILS SEE STD. ST-1. SHEAR CONNECTORS TO BENT I17E AT 2' C-C. STANDARD CURB DROP INLET SPECIFICATION REFERENCE RCE 233 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 9' VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS T-DI-1 STANDARD Dh1 FRAME d GRATE 94 BARS o 4" C-C TOP 04 DIAGONAL BAR IIIIIIIIIIIIIIIIIIIIIIIIIIII OPEC CORNERS Illlllllllllllllllllllllllll TYPICAL_ �II��IM,��I11I 4'-10" DIAMETER DI-1, 1A PC 2016 ROAD & BRIDGE STANDARDS ALTERNATE TOP T=1y] _'�T_Q V I I EHNEN I o mmmmm j jXI TI] rm Flu=�u E 4'-10" RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORK. METAL 12" 2'-6" 2'-5" 15" 2'-9 4" 2'-B" 18" 3'-0 i' 2'-11" 21" 3'-3 3'-2" 24" 3'-7" 3'-5" B" DOWELS GROUT I NOTES: 1. SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2• CONCRETE TO BE 40DO PSIMINIMUM. NOTES: 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, 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 4• CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. 0-RING GASKETS OR BUTYL RUBBER. 5. SEE STANDARD DI-1, 1A FOR DETAILS OF FRAME AND GRATE. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. XVDOT STANDARD PRECAST TOP UNITS SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 233 103.03 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES DI-2A. 29, 2C REINFORCING STEEL TYPE L CONCRETE OARS A BARS A-1 BARS B BARS 0-1 BARS C BARS E BARS F WEIGHT Cu. Yds. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft. NIE No. No. Lin. Ft. No. Lin. Ft. Los. DI-2A 2'-2" 1.71 4 3'-2" 5 3'-2" 4 3'-6" - - - - - 1'-6" 55 4' 1.95 4 3'-2" 5 5'-0" 4 3'-6" 3 4'-3" to 4'-6" 5 3 2'-0" 3 1'-6" 84 6' 2.23 8_2" 5 7'-0" 4 3'-6" 7 4'-3" to 4'-8" 5 3 4'-0' 3 119 B' 2.51 4 3'-2" 5 9'-0" 4 3'-6" 11 4'-3" to 4'-6" 5 12'-0" 3 6'-0' 3 T-6" 154 DI-2B 10, 2.79 4 3'-2" 5 11'-O" 4 3'-6" 15 4'-3" to 4'-6" 5 3 B'-0' 3 1'-6" 189 12, 3.05 4 3'-2" 5 13'-0" 4 3'-6" 19 4'-3" to 4'-6" 5 3 10'-0" 3 1'-6" 224 14' 3.34 4 3'-2" 5 15'-0" 4 N-6" 23 4'-3" to 4'-6" 5 3 12'-0 3 1'-6" 259 18' 3.61 4 3'- 5 17'-0" 4 3'-8" 27 4'-3" to 4'-6" 5 3 14'-0" 3 1'-8" 294 18' 3.89 4 3'-2" 5 19'-O" 4 3'-6" 31 4'-3" to 4'-6" 3 18'-O' 3 T-6" 329 20' 1 4.17 4 3'-2" 5 21'-0" 4 3'-6" 35 4'-3" to 4'-0"M2'-O" " 3 18'-0" V-6" 364 6' 2.24 4 3'-2" 5 7'-0" 4 3'-6" 6 4'-3" to 4'-6" 6 Y_1" 6 1'-6" 115 B. 2.55 4 3'-2" 5 9'-0" 4 3'-6" 10 4'-3" to 4'-6" 6 3,_1" '_ 1, 150 10' 2.82 4 '- " 5 11'-0" 4 '-6" 14 4'-3" to 4'-6" 6 4'-1" g '- " 185 DI-2C 12' 3.09 4 - " 5 13'-0" 4 3'-6" 18 4'-3" to 4'-6" 6 5'-1" _ 220 14' 3.37 4 - 5 15'-0" 4 3'-6" 22 4'-3" to 4'-6" 6 6'-1"16, g '- " 255 3.65 4 '- " 5 17'-D" 4 3'-8" 26 4'-3" to 4'-8" 8 7'-1" 1'-6" 290 18' 3.93 3'-2" 5 19'-0" 4 '- " 30 4'-3" to 4'-8" 6 8'-1" 6 1'-6" 325 20' 4.20 4 3'-2' 5 21'-0" 4 3'-6"tH,,����T�34 4'-3" to 4'-8"" 8 9'-1" 6 1'-8" 380 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A 21. MINIMUM HEIGHT = PIPE DIA+2'-6" WHEN PIPES MINIMUM COVER OF 2". ARE LOCATED UNDER EXTENDED SLOT OF INLET. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 22. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING FROM THE INVERT OF THE OUTFALL PIPE TO THE ALL OPENINGS BY 2". IS REQUIRED ON ALL DI-2 GRATES. LOCATION OF TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO BE BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. 1 ' MN RINSED CiTTERNG WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (U WILL, IN EVERY CASE, BE 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. II THE COST OF FURNISHING AND PLACING ALL DUMP NO WASTE DRAINS TO WATERWAYS MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 13. THIS 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 APB. DETAILS SHOWN ON STANDARD DRAWING DI -DING 2'-6" OR PONDING OFWITH TWATER N THE MORTAR TO PSTRUCTUREREVENT .THE COST 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE I 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 7, F IN THE BID PRICE FOR THE STRUCTURE. 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT OR GREATER. FOR DETAILS SEE STANDARD ST-1. DISPLACED BY PIPES MUST BE DEDUCTED TO - 5. OBTAIN TRU QUANTITIES, 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 8" SMOOTH DOWELS AT APPROXIMATELY 61 SEE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET DETAIL A 7. TO ABUTTING CONCRETE TO PREVENT 1 OF 2 IS TO BE L 16" AT 4.10 LBS.AFT. 45" = SETTLEMENT. GRATE 18. *DENOTES LENGTH OF ONE (1) BAR. 3" DIAMETER WEEP HOLE TO BE LOCATED TO 750 ± 7 LBS CAST IRON iv S. DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 19. ALL REINFORCING BARS TO BE *5. 12"X12" PLASTIC HARDWARE CLOTH f14' MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT DIAMETER 0.03", NUMBER 4 MESH HARDWARE WATER TOWARD THE INLET THROAT. SECTION F-F CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. SPECIFICATION XVD07r REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 1211 - 2411 PIPE: MAXIMUM DEPTH (H)-9' REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.04 2016 ROAD & BRIDGE STANDARDS G NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE 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 C7 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN 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 ELEVATION OF MID -POINT OF LARGEST PIPE. " 4 SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE mu Y. 4-1 THr r e e DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE a PURPOSES ONLY. EACH E AR DROP MEET IS TO BE SHAPED INDIVIDUALLY TO BEST FITIT THETHE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES XV STANDARD METHOD OF SHAPING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION MC 6) GALV. #4 8" #4 10" 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS LOCATION OF HOLE TO VARY WITH TYPE OF INLET CONSTRUCTED. HOLE MAY BE SHIFTED RIGHT, LEFT OR CENTERED. B \1 ST'D. DI-2 COLLAR d CRATE \i 2 2 J L 2%' X 21/2" X 1/4" GALV. RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE "N" DIMENSION (CONCRETE PIPE) 12" 4'-8" 15" 4'-111/4' 18" 5'-21/i' 21" 5'-S�i' 27" W-01 ' 30.. 6'-61 ' 33" 6'-9 ' 36" 7'-1" 4z" 7'-7111 48" 8'-2" T-DI-2 DOWEL THROAT SECTION TO CHAMBER IF CAST SEPERATELY SLOT LENGTH "L„ OR PROVIDE ALTERNATE VDOT VARIES LENG20'-0TH MAX. APPROVED METHOD OF INTERLOCK. B NOTES A 1. SEE GENERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. PLAN 2. CONCRETE TO BE 4000 PSIMINII 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM-615. 4. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 5. FOR DETAILS OF FRAME AND GRATE SEE STANDARD DI-2A, B, C. * 6. VERTICAL REINFORCING BARS TO BE CONTINUOUS THROUGH JOINT. 7. STANDARD ST-1 STEPS NOT REQUIRED N THIS TOP UNIT. L 2%z" x 2%2' x I/4" GAIN. F. 2 L 21/z" x 21/z" x I/�' GALV. I I STANDARD RISER I I UNIT INDICATES AREA - OF CONCRETE TO E POURED IN PLACE V HOLES PROVIDED FOR #4 X 8" DOWELS R'� SECTION A -A SECTION B-B (CG-6 CURB AND GUTTER) ECIFICATION EFERENCE STANDARD PRECAST TOP UNITS 105 233 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS ;UTTER z AREA I in � : r j:_ (V x iETE TO r iv :D IN PLACEPVIDED 8" DOWELS" a-,-[-8---1-B" ALTERNATE SECTION B-B (FOR USE WITH CG-7 CURB AND GUTTER) ROAD AND BRIDGESTANDARDS REVISION DATE SHEET 1 OF i 103.04 CESO WWW.siooioe.so■ O N O O O N - O N O O O 0 O N C 0 N N E J � Q Cc Lu o N U) > c m of U) W 0 W N Of J J W o a U) 13- W > J > 0 Q Lu Q F= Q z U) Z fD Z Q W O_ U) a w j Lu uJ F- Z H H- O_ U) a U) w _1 z 0L Q Z z LL 3: LL Z O V M N o z r 0 CF) N N W (D > Z Q W = J UJ J U) [) _ Z~O Q J Z = WU Z W J O Q > W Z V 2020 CESO, INC , g:NLTH ZACHARY DAVID FRFSII_' �. NGwa4 6 96/ Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title DRAINAGE DETAILS Drawing No. C5.3 2016 ROAD & BRIDGE STANDARDS END —SECTION 12" — 60" PIPE OUTLET END -SECTIONS ON INLET END -SECTION X X - — - — - w CONCRETE TO BE - — - — LLL JJJ CONCRETE PSI MINIMUM PLAN E'1X91LeiC�.Q.� END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 2'-0" 4'-0" 2'-0" 15" 6" 2'-3" T-9" 4'-0" 2'45" 18" 9" 2,_3" 1'-9" 4'-0" 3'-0" 21" 91 . 2'-11" 2" 1" 5'-0" 3'-6" 24" 9 3'-7" 2'-6" 6'-1" 4'-0" 27" 10 „ 4'-0" 2'-1" 6'-1" 4'-6" 30" 1'-0.. 4'-6" T-7 6'-i T-11 ' 4'-101 ' 2'-31 7'-1 36"1'-3"'"2'-1 8'-1 42" T-9" 5'-3" 2'-11" 8'-2" V5'-O"33" 2'-0" 6'-0" 2'-2" 6'-2" 54" 2'-3" 5'-5" 2,_91 " 8'-21 „601, 2'-11" 5'-0" 3,_3„ 8,_3„ ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END-SECTN)N X _ X ETE TO BE _ - _ - .w 4000RPSI MINIMUM L PLAN SECTION X—X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-D" 4'-1" 6'-1" 2'-0" 15„ 6„ 2'-3" 3,-10" 6'-1" 2,_6„ 16" 9" 2'-3" N-10„ 6'-1" 3'-0" 21" 9" 2'-11" 3'-2" 6'-1" 3'-6" 24" 10" N-7" 2,_8„ 6'-3" 4'-0" 27" 1 „ 2'-1 " 6'-11 " 4'-6" 30" 1'-0" 1'-7 „ 6'-1 " 5'-0" 33" 1'-1 3'-3 " 8'-1 5'-6" 36" T-3" 2'-1 " 8'-1 ammo„ 42" V-9" N&-5" 2'-11" 8'-2" 6'-6" 48" 2'-0"2'-2" 8'-2" 7'-0" 54" 2'-3" 2'-11" 8'-4" 7'-6"BO" 2'-6" 3'-3" 8'-3" W-W. — PAY LINE c B NOTES( PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END-SECTIONDESIGN SHOWN ON THE LEFT. F THE CONTRACTOR ELECTS AL TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION XVDaT REFERENCE FLARED END SECTION ROAD AND BRIDGE STANDARDS 302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 2016 ROAD & BRIDGE STANDARDS DETAIL 1 SECTION A —A SECTION B—B 2016 ROAD & BRIDGE STANDARDS DETAIL 2 TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" (INCHES) CLASS Al CLASS Al DRY RIPRM 8 fps 18 CLASS I CLASS I DRY RIPRM 14 fps 24 CLASS I CLASS I DRY RIPRM 19 fps 36 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. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS A,I, AND I MATERIALS N 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, ELLIPTICAL OR ARCH CULVERT. X 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 (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H CULVERT OUTLET PROTECTION - 204 ROAD AND BRIDGE STANDARDS 245 REVISION DATE SHEET 1 OF 1 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 414 113.01 2016 ROAD & BRIDGE STANDARDS CESO rrr.si��i�e.s�■ O N O O O N r- 0 O N O O O O O c N E )J Q c W o N U) > f U) W 0 > W N � J J W o a U) W > > Q W LLI Q k— Q z U) Z m Z Q W Q_ U) EL a o_ (n a LL[j Lu F- Z t ~ W U) D_ U) w _1 _1 Z z a z H LL � lL Z o V M N o Z r TO VJ N N W (D > Z aW r J UJ J U) W L �s !i�ry Za _ WU Z W J 0 ary > W r) Z a CD 2020 CESO, INC g;NLTH ZACHARY DAVID FRESIINLU 1L. Nova4III&NA Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title DRAINAGE DETAILS Drawing No. C5.4 t $UNO 2""REB9RdY/" \ \ / / EROSION & SEDIMENT CONTROL NARRATIVE: \ � / OAK ZINC, NCAP I P • 0 • B • N / PLAN ENGINEERS: OWNER/DEVELOPER: �� / / �� D S 2a•soo LEASE CESO, INC. VALVOLINE INSTANT OIL CHANGE 3,1 44'7N/F 3601 RIGBY ROAD, SUITE 300 100 VALVOLINE WAY � 41 �' f e^ W PLANTERS BANK & TRUST MIAMISBURG, OH 45342 LEXINGTON, KY40509 COMPANY OF VIRGINIA P. 937 401-3413 P. 859 357-7188 UND 1/2"REBARGY/ \ ( ) ( ) BK P 4659. G 32 FOr / PARCEL# 04500-00-00-111Ao L/NCOLNC.4P ° / CONTACT: KELLY SCHWIETERMAN CONTACT: JASON HUNT 1 y�\\ S S / 4 q�T \ _ / THE PROPOSED PROJECT IS THE CONSTRUCTION OF A VALVOLINE INSTANT OIL CHANGE FACILITY. THE TOTAL DISTURBED AREA IS APPROXIMATELY 0.53 ACRES. ah� / \ i\ \ \ FOUND 1/2"REBAR \ GY/L/NCOLN l \ THE ENTIRE SITE DRAINS TO EXISTING BIG -FILTER BASIN ON SOUTH SIDE OF THE PROPERTY. � \ 9sq F 7S OO \ CONTROL CAP �I, \ \ \ 9, � � / \/ ON -SITE SOILS: 34C - GLENELG LOAM 100% HYDROLOGIC SOIL GROUP = B / \ / -���'� ' / \ / \ \ S•� B �\ EXISTING SITE CONDITIONS: UNDEVELOPED LOT PHASE 1 O\ 4g ) o SEQUENCE OF CONSTRUCTION: w J �/ \ �. \ I 1. PRIOR TO ANY LAND DISTURBANCE, CONTRACTOR TO HOLD PRE -CONSTRUCTION CONFERENCE WITH ALBEMARLE COUNTY REPRESENTATIVES AND INSPECTOR. / c �6 Q, �� CONTRACTOR NOTIFY ANY REQUIRED REPRESENTATIVES AND INSPECTORS AT LEAST ONE WEEK BEFORE COMMENCING WORK. t? F� g4 N /X\, VACANT 2. INSTALL ALL PHASE 1 TEMPORARY EROSION CONTROL MEASURES, AS SHOWN. INSPECTOR MUST APPROVE ALL EROSION CONTROL MEASURES PRIOR TO NEXT STEP IN �w O _ NBUILDINGS AT� 'I E OF SURVEY SEQUENCE. 453 LEASE 2$533.90 Sq. Feet ♦� Q / ass 1 2 0.52 ACreS �{ TOC=456.94' ��' / / LAT. 38°05'27" N arc Nv N=453.09' SP \ LONG: 78°28'05" W `- INV S=453.03' Q \ FOUNOI/1"REB4 GY/ L/NCOLC,4P IP DAK / 3. BEGIN DEMOLITION OF SELECT SITE ITEMS. STRIPPING AND STOCKPILING TOPSOIL. PAVEMENT UNDER PROPOSED CONSTRUCTION ENTRANCE MUST BE DEMOLISHED PRIOR TO INSTALLING CONSTRUCTION ENTRANCE. 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. Q �.. / \ \ \ N/F N C' \ FIRST GOLD LEAF LAND TRUE O h / g WENDELL W WOOD, TRUSTEE A dA \ �yj'r— \ Fo BK 4659. PG 32 PARCEL#04500-00-00-111C `MeGNOLIA Q l ll//JyI/ / \H J \ 2,. R66L \�\� 2OLLY\ I l 10 H0LLSL \ y� 4 5.69 I \a BJ. 5" A / I I I MULTI—TRU E2 OUTFACE ANALYSIS MULTI BIRCH (EXISTINGBMPFACILITIES) 2" ROLL FMVER BIRCHO \ \ 2" HOLLY / I MULTI —TRUNK h \ K\ / 4" OAK M \\\ ��/ A 0 \ RIVER BIRCH \\\ ��{ 2"' 40.1 6SSO /S op ss36. °o � eFgR/H \ \ \\ 1 SO' / PARCEL El\_ J �1/ I I 61, gS W / 0N/F FIRST GOLD LEAF LAND TRUST // \ PTAP INVESTMENTS LLC ET AL �(9 / BK 865. PG 165 ` BK 4659. PG 32 (M) / (Y w PARCEL#04500-00-00-1 11 CO PARCEL#04500-00-00-11000 �\\ 49546.0 SQ. FT. f 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' LEGEND EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS PROPOSED = = � I = = I LIMITS OF DISTURBANCE 7+ j �/ TREE PROTECTION —SF SF SF SF — SILT FENCE STRAW WATTLE P ® INLET PROTECTION TEMPORARY STOCKPILE CE CONSTRUCTION ENTRANCE (ALBEMARLE COUNTY PAVED WASH RACK) SL STAGING/LAYDOWN AREA 20 0 20 40 GRAPHIC SCALE (IN FEET) rya y L MS-19 ANALYSIS E10UTFALL / (CURB INLET) lP \ I \ \ \ \5"HOPEQ LB% \ R02I4PPROVEO \ S/TEPLAN/ \ TSB \\ a $1 loo m a° C AMR 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.si��nas�■ N O 0 N N E J � Q N 2 � o W y m m Z Of w � � w o ¢ o w Q Q of Z m Z g w a uui a w > r Z r W U) a- U J of w Q Z z a z LL �: LL Z o u� V rcoN Z O N LLJ N Z- aw r J U_j J O W Z W < Z Q LLI U _j> OQ > Q Q C7 2020 CESO, INC ZACHARY DAVID ^^✓ 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 4 � / t.W ti�iG � • / ONA7Q� 56.64 5.69' 791W#1 FOUNO 1/2"RE94RW1 LNC4P P.O.B. 7S 24 690• LEASE PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 RCEL#04500-00-00-111A0 1.1i'4 A LINE BEARING DISTANCE 1110 AC. f L1 R N 30'32'19" E 18.56' / \ 1_2 M N 30-35'40" E 18.55' c/o0 L3 R N 24'44'19" E 15.41' \ L4 M 41N 24'42'36" E 15.' LEGEND EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS PROPOSED 20 0 20 40 GRAPHIC SCALE (IN FEET) LIMITS OF DISTURBANCE SF SF SILT FENCE TREE PROTECTION STRAW WATTLE INLET PROTECTION EIS) 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"REBARGY/ L/NCOLNCAR 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. ham/ Q? 8. BEGIN CONSTRUCTION OF PARKING LOT, DRIVES, SIDEWALKS, AND CONCRETE FLATWORK AND CURBS. 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 TRUE WENDELL W WOOD, TRUSTEE BK 4659. PG 32 it PARCEL#04500-00-00-1 1 1C MS-19 ANALYSIS DISCHARGE DRAINAGE 0 CAPACITY 0 2 Q 10 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 Iva $1 .com � 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.si��i�e.s�■ N O N O c 0 N N E J � 1- 2 � o w N m U) N 0 W N Of w � � w o ¢ o w Q ¢ z U) Z m Z g w a � a w > F Z F I. -Of Fn a U J of w Z z a z r m � LL Z o z 7- N N LLJ U> Z aw _ _ _J UJ _jC0 Ow Z <O ,^ < Z 2 -r - LL1 U Z LIJ J > OQ Q Z Q C7 2020 CESO, INC ZACHARY DAVID ^^✓ 9/21/2020 Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title EROSION & SEDIMENT CONTROL-PHASE2 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. 16. 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 LBS/ACRE, 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 3.32 TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs. Per Acre Minimum Care Lawn - Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 95-1000/0 - Improved Perennial Ryegrass 0-5% - Kentucky Bluegrass 0-5010 High -Maintenance Lawn 200-250 lbs. - Kentucky 31 or Tuff --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 ..................... Foxtaft 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 Crowrvetch, 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 TREATMENT - 1 (SOIL STABILIZATION BLANKET) CHAP 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 SHAi LO!n SLOPES. STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE - 1 1 II II II U.1111 it �,. .II If 11 II if 11 1, =u a IL If=n nht= I=11. II II 11�11-11�11' - =hall=ll=ll,=.11=.11= ON SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE 4 TERMINATING THE INSTALLATION. TURN THE END ` UNDER a AND STAPLE AT 1Y INTERVALS 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. N m 00 TABLE 3.31-C TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NORTHa SOUTHb PLANT SPECIES 3/1 511 8/15 2115 5/1 9/1 CHARACTERISTICS Acre 1000 ftz to to to to to to 4/30 8/15 1111 4130 9/1 11115 OATS 3 bu. (up to 100 lbs., 2 lbs. X X - Use spring varieties (e.g., Noble). Avena saliva not less than 50 lbs.) RYEd 2 bu. (up to 110 lbs., 2.5 lbs. X X X X Use for late M seedings, winter (Secale cereal not less than 50 lbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 lbs. approx. 1 lb. - X X - Warm -season annual. Dies at first Setaria italics frost. May be added to summer mixes. ANNUAL RYEGRASS` 60 lbs. 1'h lbs. X X X X May be added in mixes. Will Lolium multi-flomm) mow out of most stands. WEEPING 15 lbs. 5'ft ozs. - X - - X - Warm -season perennial. May LOVEGRASS bunch. Tolerates hot, dry slopes (Eragrostis curyla and acid, infertile soils. May be added to mixes. KOREAN 25 lbs. approx. 1'h X X - X X - Warm season annual legume. LESPEDEZA` lbs. Tolerates acid soils. May be Les eza sti ulacea added to mixes. 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. May be used as a coves crop With fall seeding. X May be planted between these dates. Id - May not be planted between these dates. TYPICAL TREATMENT- 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA 2" TAMP FIRMLY ANCHOR SLOT ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS k o CHECK SLOTS TO BE BURIED g' TO 10. 10 MAX. 4:1 OR FLATTER S MAX. STEEPER THAN 4:1 10 1"0- JUNCTION SLOT EDGE AND END JOMTS I I I CHECK SLOT' TO BE SNUGLY ABUTTED I I II 1 1 I (JUTE MESH WILL HAVE I 1 TERMINAL FOLD STAPLED LAP JOINT IN I LIEU OF EDGE JOINT) I I - LAP JOINT 2' MIN.I (JUTE MESH ONLY) I I I I I I I I 5' MAX. 4:1 OR FLATTER I I 3' MAX. STEEPER THAN 4:1 I I I I I I 6-TO 111 I I 7 TAMP CHECK SLOT [FIRMLY 61 ro 17 "CHECK SLOT -� --� 1' TO f I I I ICI I�,I. I VAR. VAR. s' TO Ts' MIN. PLAN VIEW i STAPLING DIAGRAM STAPLE FORMED FROM NO.11 STEEL WIRE. "CHECK SLOTS AT MIN. 8' STAPLE MIN. LENGTH FOR SANDY SOIL. 50' C-C INTERVALS; STAPLE MIN. LENGTH FOR OTHER SOIL NOT NATIo WITH ALL G COTBjNATION'WEANK ALL JUNCTION SLOT FFT---TAMP 2• F.- 2 FIRMLY TO 1Y TERMINAL FOLD ~ I r TAMP FIRMLY 11 N w La CESO WV9.61961@e.e0■ N O N O m Uj rn z g o_ 0 w to w Of w z rn a w w w I.- � J Ill Q z F 3:z 0 �I�I�INI�IZI 7- O N N LLJ U> Z aw = J UJ �C0 Ow z O < U) zTQ - 2 _ L11 C) J > O0� J > LLJ 0 V 2020 CESO, INC ZACHARY DAVID ---F 9/21/2020 Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title EROSION & SEDIMENT CONTROL NOTES & DETAILS Drawing No, C6.2 SANDBAG 10 mil PLASTIC LINING — 3m BERM III 11=III=I n=11 SECTION "A -All LATH AND 3m FLAGGING ON 3 SIDES ❑ ❑ ❑ O ❑ Li El A A VARIES ❑ 10 milEl 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" 0 LL 0 SIDE I F o I SIDE SLOPE — o m f SLOPE (TYP. ) PLAN VIEW FOR DITCH APPLICATION OFOR STAKE INSTALLATION SEE STAKING DETAIL STAKE AT EACH END TUBE/W"'T' 12" MINIMUM SEE JOINT STAKING DETAIL (TYP.) SECTION A -A SECTION B-B WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO WOOD STAKES 10 mil PLASTIC LINING SECTION "A -A" 3m TA� %RIES 10 mil PLASTIC II LINING 1. PLACE STAKE AT EACH TOE OF DITCH SLOPE 4E x 1.5") 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 A 4RIES 0 10 mil PLASTIC LINING � 0 o a a ❑ o o CONCRETE WASHOUT DETAIL NITS 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. O STAKE PER MANUFACTURERS RECOMMENDATIONS STRAW WATTLE DETAIL BINDING WIRE STRAW BALE (TYP.) A STAKE (TYP.) STRAW BALE (TYP.) NOTES: 1. ACTUAL LAYOUT DETERMINED IN THE FIELD 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 10 m OF THE TEMPORARY CONCRETE WASHOUT FACILITY. »_1 \yll►��I PLYWOOD PAINTED WHITE (1200mm x 610mm) BLACK LETTERS CONCRETE+i (150mm HEIGHT) WASHOUT LAG SCREWS 915mm (12.5mm) 915mm WOOD POST (89mm x 89mm x 2.4m) SIGN DETAIL }-- 50mm 200mm STEEL WIRE 3.05mm DIA STAPLE DETAIL — -1:,N ' ..- --1 SV-2A AS -HALT -0 i PA,, FT 17NT �& M N. ^2'.Al /'C. S4 ^.A I. HAS -- PROFILE STC\E 70' M N. i:ONSI`ilJ :7l[7N ASPI IALT ='AdED ACCESS /-W'.ASHHAC{ I_ 2% 27 -. t2% N. , `',_- L I 'L _L_ 'NDTH —V ;I -.'I DRESS `,I.;i uPCTu,:�LN PLAN 12 dIN- 1P0SIIVL OKrvdN: I. TO SEDIVENT �•. IRA-PINL 0 VICE FILTr7 I SECTION A —A A mumuum water tap of 1 mch must be nistalled Mtlr a uwlimum 1 itch bafleock shutoff calve sltjjpbmg a Wash hose kith a (Gametes of 1.> niches for adequate constant pressure. �i'ash tester mast be carried away from the enh'uice to au approt ed settliu area to reluore seclnneut. All yeclnueut :,hall be.pi'evcuted fiom euteiin2 storm [bairns. ditches of watercourses. PAVED WASH RACK -I RUNOFF - WATER WITH SEDIMENT CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A CX4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. L r r FLOW I II I.... 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. GRAVEL* FILTER OVERFLOW 0000 FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC IAND WIRE INTO THE TRENCH. FILTER FABRIC\I�1 WIRE �IIIIII �- DROP INLET SWITH GRATE EDIMENT I �' �'- 4. 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 WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 47X 47 TRENCH UPSLOPE ALONG THE LINE OF STAKES. WMAX. � r FLO� 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 'J a" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. �j G - FLOM SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) BL 0 CK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET C RUNOFF OVERFLOW WATER WITH FILTERED WATER SEDIMENT s SEDIMENT I I n III WIRE SCREEN � 2" X 4" WOOD STUD 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 CESO I rrr.ssss��e.es■ N N N N N N 7 � O N O O o � o 0 N E J � Q N 0 L W y m °' U) m 0 w N Of w a a m 13- w z W a z U) Z m Z g �: w a Cf) a w > Lu F- Z Lu F I.-Ir m a- m J of w Z z d z LL Z o Z O N N W U> Z aw r J UJ �CO OW Z <O ,^ < Z _WU Z_ LLI �> O tY J C) a� >o Q 0 2020 CESO, INC ZACHARY DAVID ---F 9/21/2020 Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title EROSION & SEDIMENT CONTROL DETAILS Drawing No, C6.3 NITS 6" CONCRETE PAVEMENT, 4,000 PSI 4" COMPACTED AGGREGATE BASE (REFER TO GEOTECH REPORT) COMPACTED SUBGRADE (REFER TO GEOTECH REPORT) EXISTING SUBGRADE CONCRETE PAVEMENT SECTION 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) / EXISTING SUBGRADE ASPHALT PAVEMENT SECTION NITS NITS 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" oc. MAXIMUM 4 SPACES @ 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN SEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN TROWELLED OR SAWN JOINT( TYP.) W w A A Z -�� 12" EXPANSION JOINT 1/2" EXPANSION JOINT ��- LAWN OR PLANTING IF SHOWN ON SITE PLAN IV4' R=1/8" TROWELLED OR SAWN JOINT 4' 4' CURB OR GUTTER LINE 1/2° EXPANSION JOINT WITH / SEALANT 4" MINIMUM COMPACTED GRAVEL BASE, SECTION A -A " ALANT 4" CONCRETE (4,000 PSI) 6" X 6" W1.2xW1.2 WWF 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 NTS m� n nuenrn nwr nnnvo U-SHAPED BIKE RACK DETAIL NTS 30" LONG #6 REINFORCING BAR ANCHOR PIN 6'-0" T-0" 18" DIAMETER CONCRETE FOOTING 1'-0" UNO DIA. BOLLARD 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 - 1" X 14" REBAR ANCHORS THROUGH PIPE BOTH WAYS 24"DIA. CONCRETE PIER. " X 14- REBAR ANCHORS THROUGH PIPE BOTH WAYS 1" STL. BOTTOM �PER PLAN TOP OF CURB I - 6" GUTTER LINE 211 BOTTOM OF CURB CURB TAPER NITS 6-6'9" LEGEND: TWO T-8" LONG 14" IS THE NORMAL SETBACK DISTANCE FROM A PAVEMENT #4 REINFORCING BARS EDGE. 1W © 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. 7/8' DIA. HOLES FOR #6 REINFORCING BAR (ANCHOR PIN) TWO T-8" LONG #4 REINFORCING BARS RESURFACING 0 #4 REINFORCING BARS (TYP.) -EXISTING PAVEMENT ELEVATION SECTION 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 PAVEMENT SEALER BITUMINOUS CONCRETE WEARING COURSE BITUMINOUS CONCRETE BINDER COURSE 6" TROWELED JOINT CONCRETE SIDEWALK 1/8" PER FOOT 6 x 6 x W1.2 x W1.2 WWM SUBBASE SUBBASE COMPACTED SUBGRADE #3 REBARS J CONCRETE CURB NOTE: 1. ALL CONCRETE CURBS TO BE PC 4000 P.S.I. CONCRETE AT 28 DAYS 2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING INTEGRAL CURB & SIDEWALK DETAIL NITS 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 4 TRAFFIC YELLOW SLOPE CONCRETE AWAY FROM POST SIDEWALK FINISHED GRADE 12" PARKING -44 pill A J12" DIA. CONCRETE FOOTING COMPACTED SUBSOIL 12" VIOLATORS SUBJECT TO FINE 9. AND TOWING PENALTY $100-500 TOW -AWAY ZONE 12' - VAN ACCESSIBLE HANDICAPPED PARKING SIGNAGE DETAIL NTS 6' TOPSOIL PAVEMENT SEALER e" 4' BITUMINOUS CONCRETE =III 0 MIN. m WEARING COURSE BITUMINOUS CONCRETE BINDER COURSE #3 REBARS " CAST IN PLACE _,; SUBBASE CONCRETE CURB , COMPACTED SUBGRADE 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 RECESSED i INCH BELOW TOP OF CURB. 3. MAXIMUM HEIGHT OF CURB TO PAVING IS 6". STRAIGHT CURB DETAIL 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 JWC-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 P.S.I. CONCRETE PM-10 TUTS CURB RAMP DIMENSIONS NEW CONSTRUCTION • RISE OF MAX RAMP NOMINAL RAMP SIDE FLARE SIDE FLARE RAMP SLOPE LENGTH DIMENSION AT DIMENSION AT (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. 8" 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 iz MAX. RISE MAX. RAMP NOMINAL RAMP SIDE FLARE SIDE FLARE OF RAMP SLOPE LENGTH DIMENSION AT DIMENSION AT 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 FT. 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 \ SYVBOL NOTE 2) \ C 2'-4" CENTER � POINT OF � I RADII - � I - I I BLUE MARKING (OPTIONAL - SEE NOTE 2) WHITE - STROKE WIDTH " 4" 2''r _ I. _if �.1. -- 4" 4„ T-O" 4" 4" 4'-B„ 2„ 'IX 1V .. 2„ INTERNATIONAL SYMBOL OF ACCESSIBILITY - SPECIAL SIZED NOTES: 1. 1 GRID UNIT - 2 INCHES 2. BLUE MARKING AND WHITE BORDER SHALL BE OMITTED EXCEPT WHERE SPECIFIED IN CONTRACT DOCUMENTS. 1V00T 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 75 REVISION DATE SYMBOL DETAILS 704 134019 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS CESO rrr.ssss��e.es■ N N N N N N 7 '7 O N O 0 0 0 0 c 0 N N E J � 1- C LU w L r/) W m m Er rn z Of w w z ¢ z W LU a ¢ z U) Z m Z g �: w D- uf) D- w > Z I- LU Of F 1n a F U) J of w Q Z z a z m � L Z O LO V CO N O Z 0 rn N W N Z- aW r J UJ J co OW Z <O Z Q _Wv Z_ W J > O W' J a� >W rQ V 2020 CESO, INC ZACFIARY DAVID Project No. 757280 Scale AS NOTED Drawn gAg Checked TJV Date 03.06.20 Drawing Title CONSTRUCTION DETAILS NTS Drawing No, C7.0 GR-2, 2A 2016 ROAD & BRIDGE STANDARDS )( 27-Y4" MIN - 28-Y4" 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. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN ''/e" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, 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 234" MIN - 2B3'4" MAX AS MEASURED PER STANDARD GRINS. 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'-1'/i' 3'-1%2" N-11/2" 3'-1'/i' x%A"ia' iA"/W7,V' I�Jw A'la Nl. II II II III II IJ IJ J IJ IJ GR-2A (3'-1'/2" POST SPACING) MAX DYNAMIC DEFLECTION • 2' E T x OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL RAIL ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE 6'-3". FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 * 60 e' 260 14:1 ! 50 6.5' 21:1 11:1 • 40 5' 16:1 8:1 30 4' 13:1 7:1 • SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. XVDOT 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) 221 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 DLIMOND PRO® Y BLOCK — 7" Y TyI 0 ii 1 H 2016 ROAD & BRIDGE STANDARDS LOW-PERMEABr= SOIL FILTER FABRIC STRUCTURAL NOTES: BACKFHLL 1. STRUCTURAL BACKFHLL IS TO BE PLACED IN 8- TO 24-INCH (TYPICAL) LIFTS 2. STRUCTURAL BACKFHLL MUST BE MANIPULATED INTO ALL VOIDS BETWEEN BLOCKS TO ENSURE ADEQUATE BOND T BETWEEN BLOCK AND CONCRETE MASS. 2,_D" (TYPICAL) FINISHED GRADE —I 4" DIA. DRAINPIPE 6" 6" Ilt T_0„ .3 TO.4 OF H (TYPICAL) kJ A N C H O R " These graphic representations are intended for ; AWE Diamond Pros Retaining Wall System preliminary design purposes only and are not to g y BUILD SOMETHING BEAUTIFUL be used forconstmcfionwithouttheaignature D t Typical Cross Section Anchor Wall Engineering LLC of a registered professional engineer. 4/15/2010 5959 Baker Road, Suite 390 C 2010 anchor wen Eri&ocriog LLC Typical Details For Minnetonka, MN 55345 0 and -Anchor wag Systems, Inc. 3/8"—V-0" the AnchorplexUd Retaining Wall System DPSA0509C 2016 ROAD & BRIDGE STANDARDS GR-2, 2A WASHER %"08" BOLT ^ d NUT = _ _ _ _ _ _ - �'q" HOLE v 1 a HOLE — < 6"x 8"z1'-2" TREATED PINE BLOCK OR 6"x6"z1'-2" HOLE 8 Y41, 0 RECYCLED MATERIAL. TREATED PINE ro BLOCK OR RECYCLED �4 GALV. STEEL 10D p MATERIAL COMMON NAIL w SEE NOTE 5. N 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL REATEDD 1 TEA TREATED i CONTAINING STEEL BLOCKOUTS. PINE BLOCK ls� '' BLOCKOUT FOR MAINTENANCE TREATED 11 REPAIR ONLY SOUTHERN PINE 1 �9 -a 7)'i' LESS THAN V-0" %" HOLE 6x8 WOOD POST 4"x 8"x1'-2" TREATED PINE BLOCK. STRONG POST THE CRT POST IS FOR USE WITH THE STANDARD GR-10 TYPE IIIOR WHERE 4" WIDE BLOCKOUT 8'-0" POST GUARDRAIL REQUIRED SrFt-pF,R BY THE ENGINEER IN THE PLANSFIED ly �4.r DETAIL A Yi" DIA POST MAY BE HOT ROLLED OR WELDED. HOLE a.. H GUARDRAIL INSTALLATION — Hi• HOLES I"j SITES REQUIRING LONGER � II GUARDRAIL POSTS a 3„ V I V V II - V I < 4„ J NOTES II 6"x8"x1'-2" a %"x10" BOLT TREATED PINE w &NUT 1. ALL BOLTS, NUTS, WASHERS, AND OTHER c a BLOCK OR o II STEEL ITEMS ARE TO BE GALVANIZED. — I I Ti RECYCLED w II MATERIAL w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH _�T� W6x8.5 OR Z THE RESTRICTION THAT THE SAME TYPE OF W6x9 POST AND BLOCKOUT MUST BE USED IN ANY II SINGLE RUN OF GUARDRAIL. 0 OPTIONAL HOLE ;c II TO FACILITATE 3. FOR DETAILS GUARDRAIL ELEMENT SPLICE JOINT, HARDWARE. ETC. SEE SHEET N05.501.01 3'/2' DIA HOLES ,1 GALVANIZING v II AND 501.02. 4. DRIVE NAIL ON BOTH SLOES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER" x 18 BOLT IS INSTALLED. IAIr� II�'JTI HOLES POSTS g•• I s„ AND BRACKETS TO BE Y4' DIA CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT 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 2 501.05 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 2016 ROAD & BRIDGE STANDARDS REMOVE PORTION OF ADJACENT UNITS TO ALLOW DRAIN TILE THRU FACE DAYLIGHT DRAIN THRU WALL FACE SPACING VARIES 50' MAXIMUM 4" TEE 4" 0 PERFORATED DRAIN TILE (EL VARIES, SLOPE 1% MIN.) I2" CUT DAYLIGHT DRAIN THRU WALL FACE & EXTEND THRU SLOPE I r • • 69 K• �l:i.'i ��ANCHOR This drawing is fordlustralI Diamond Pro Stone Cut® Retaining Wall System omeie: 3!B"=1'-0• Pulposmonyandshoudinolbs •UILD SOMETHING BEAUTIFUL used for construction without the Darem® dDPCR2O 02015 Anchor Wall Engineering, LLC and's Anchor Wall Systams, Inc. signaWre of a registered Professional anginser. Drain Pipe Through Toe Slope 1/19/2016 CESO rvv.61961@e.e0■ 0 N 0 0 0 N O O O O O J Q H~- lb U) z a_ a 0 F- LU U) W_ W I— d' W z CO J LU o_ w w w J W g z z 0 N 0 0 E U) N C 0 N IY 'n I"t I M I n' I— I Z r O N N /W V > Z W = J UJ J U) OW I— LZ NH r LL a Z W U Z W J > > 0 ary > W Ir) Z a 2020 CESO, INC �7�g;NLTIIOF I ZACHARY DAVID FRFSII_ i �Ia4. No•6 A Project No. 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title CONSTRUCTION DETAILS Drawing No. C7.1 a PRECAST CONC. TOP CAP SEALANT AND BACKER RC 3 112" THICK EIFS TO MATCH BLDG. (ABOVE WAINSCOT) 1/2" EXTERIOR GRADE SHEATHINC— FLASHINGAND DRAINAGE PER EIFS MANUFACTURERS REQUIREMENTS — I CONT. STONE WAINSCOT SILL TO MATCH BUILDING — BRICK WAINSCOT TO MATCH BLDG. OYP.)- #6 DOWELS @ EA CONT. B" 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. VZZA 6" CONIC. SLAB W/ 6x6 W2.9xW2.9 WWF ON COMPACTED 6" CRUSHED STONE 1/2" EXPANSION JOINT W/ URETHANE SEALANT • e I . - a[��tm-Ltc-A VERT. REINFORCED CELL Jm O 0 10, ml0 w z J SECTION © TRASH ENCLOSURE SCALE: 3/4" = 1' — 0" 12" CMU - GROUT ALL CELLS SOLID BELOW GRADE CONC. FOOTING W/ 4-#5'S CONT. T&B #4'S @ 12" O.C. nn n♦ nu v n nrnv UML 6ULIJ OC LUUNIVb ULV11"L VI/ VM116ML nULU TO PREVENT BOLTS FROM DRAGGING ON CONCRETE DUMPSTER ENCLOSURE FRONT ELEVATION SCALE: 1/2" = 1' — 0" + ..4 a a . ° a 4° 4 a e' °. a a -a . ° O d d - - 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. —BRI(_K — CMU STEEL GATES AND GATE DOSTS PAINTED 'HOMESTEAD 3ROWN". SEE )ETAIL 2/A-10 00 -OR ADDITIONAL 1 NFORMARON `O -INISHED DAMNG 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 SO THAT GATE IS REMOVABLE IN FUTURE. VERIFY WITH OWNER. TV SCHEDULE 40 PIPE. SEE DTL. 6/A-10 FOR SIMILAR CONSTRUCTION GATE SEE DTL 2/A-10 HINGE SEE DETAIL 7/A-10 DOMETOPOF FOOTING (1") I I I I I I I I I I I I I I I L — J STL. POST & FOUNDATION (TYP.) I L---__J I I I I II I I I I I I I I i I L _ J I I L-----J 1'-6" 0 FOOTING NOTE: ALL EXTERIOR TRASH ENCLOSURE STEEL SHALL BE GALVANIZED TOP OF PAVEMENT A-101 SCALE: TYP. DUMPSTER ENCLOSURE SIDE ELEVATION �1J SCALE: 1/2 = 1' — 0" s A-10 aa�_rn� #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. 6" CONC. SLAB W/ 6"x6"W2.9XW2.9W W F ON COMPACTED 6' CRUSHED STONE CONC. APRON TO MATCH PAD CONSTRUCTION. SEE CIVIL DWG'S FOR PAD DIMENSIONS 1/2" 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 CONC/ 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 4"=1'— tU, m PRECAST CONIC. TOP CAP EIFS TO MATCH BLDG. (ABOVE WAINSCOT) m 5" STEEL GATE POST (SEE DTL 2/A-10) Q N CONT. STONE V SILL TO MATCH (RICK WAINSCOT TO MATCH BLDG. (TYP.) 3"A/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 20x2"x3/16" TS FRAME 3"A/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 2"x2"0/16" TS HORIZONTAL RAIL 3/16"x2" STL FLAT BAR BRACES WELDED TO FRAME 3"A/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 ROUND OVER TOP OF CONCRETE 6" DIA. X GALVANIZED STEEL PIPE, SOLID IN CONCRETE. PRIME & PAINT VALVOLINE RED. DOME TOP OF CONCRETE FOOTING (T) •_js PAVEMENT AS 7 NOTED ON " r CIVIL DRAWINGS • . & DETAILS •.d. n \ \ C a.. T-6" OF PIPE BELOW A GRADE CENTER IN CONCRETE e , :..a . 18" DIAMETER, 4000 PSI, AIR ENTRAINED CONCRETE BASE •! ° 8" COARSE STONE, HAND COMPACTED \/\ %x X \STURBED ORCOMPACTED SUBGRADE BOLLARD DETAIL SCALE: 1" = 1' - 0" yl 3"x 1/8" STL. PLATE DECK CLOSURE WELDED TO FRAME ON THREE SIDES (SEE ELEV.) 2"x 2"x 3/16" TS FRAME (TYP OF 3 - SEE ELEV.) TOP/CENTER/BOTTOM FRAME 2"x 3/16' STL. PLATE DIAGONAL STRAP BRACING (SEE ELEVS.) 1 1/2" x 22 GA. GALV. STL. B DECK 3 GATE SECTION A-10 SCALE: 3" = 1'— 0" V 4 ° e. a a. v PLAN VIEW ELEVATION VIEW HINGE DETAIL A-10 SCALE: 3" = 1' — 0" 5" 0 CONIC. FILLED SCHED. 40 PIPE HINGE SLEEVE 11/2" x 22 GA. GALV. B DECK 2 x 3/16" DIAGONAL BRACE WELDED TO FRAME 6"x2"x1/4' PLATE WELDED TO HINGE SLEEVE AND GATE FRAME 2 x 2 x 3/16" TS FRAME GREASE FITTING GREASE FITTING 6"x2"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 / GUARD POSTS: FIELD PAINTw/SHERWIN-WILLIAMS 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 PAINTw/SHERWIN-WILLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF SHERWIN WILLIAMS 7515 HOMESTEAD BROWN. SEMI -GLOSS DTM ACRYLIC B66-200. CESO •�tl.ttttltt.tt■ N N N N N N 7 O N 0 0 0 0 0 0 N C 0 E ) Q N H W L Z. U) U) w z J W a a rn � � w � Q � a a z z U)) z m z a w a- U) a- W j W z L ~ W rn a rn w g z z a z LL Z O N V M N o Z 0 CA N N W I > Z = LU J C) J J U) OW Z ~ �Z= W U Z W J > > Q >W Z 2020 CESO, INC mp �VLTH ZACHARY DAVID y FRESLINLU �c. Nowa4 6 2* Project No. 757280 Scale AS NOTED Drawn NET Checked TJV 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