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Home My WebLink AboutARB202000082 Plan - Other (not approved) 2020-09-21 (2)VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 CONTACT JASONHUNT PHONE: (859) 357-7188 EMAIL: JASON.HUNT@VALVOLINE.COM 17!krr+rnr17=o. 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 WLLEY PHONE: (859) 221-8641 EMAIL: JOHN.CULLEY@VALVOLINE.COM ARCHITECT: CESO, INC. 175 MONTROSE W. AVE SUITE 400 AKRON, OH 44321 CONTACT: HEATH MINYARD PHONE (479) 321-3225 EMAIL: MINYARD@CESOINC.COM GOVERNING AGENCIES AND UTILITY COMPANIES VARIOUS UTILITIES THAT DO WORK WITHIN VARIOUS PARTS OF THE CITY/COUNTY ARE LISTED BELOW AS AN INITIAL AID TO THE ENGINEER. PLEASE VERIFY LOCAL UTILITIES IN THE VICINITY OF THE SITE AND INCLUDE THEIR CONTACT INFORMATION ON THE PLANS ACCORDING TO THE FOLLOWING FORMAT: SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 WATER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 STORMWATER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 ZONING: ALBEMARLE COUNTY ZONING 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 296-5832 PROPERTY DATA: PARCEL OWNER: TM: PARCEL ID: 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 FIRST GOLD LEAF AND TRUST 45-111C CITY OF CHARLOTTESVILLE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PRIVATE SITE IMPROVEMENT PLANS FOR VALVOLINE INSTANT OIL CHANGE 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 04500-00-00-111CO GANDER DRIVE CHARLOTTESVILLE, VA 22901 49,546.90 SQ. FT. (1.14 AC.) HIGHWAY COMMERCIAL (HC) ENTRANCE CORRIDOR DISTRICT AIRPORT IMPACT AREA UNDEVELOPED VACANT LOT MOTOR VEHICLE SERVICE AND MAINTENANCE ENTIRE SITE IS IN ZONE X - AREA OF MINIMAL FLOOD HAZARD FEMA MAP NUMBER: 51003CO279D, EFFECTIVE 02-04-2005 APPROXIMATELY 418 FT. ALONG GANDER DR. CENTERLINE REQUIRED PROPOSED FRONT (MINIMUM)*: 10' FROM THE R.O.W. OR THE 89.8' (ROUTE 29) EXTERIOR EDGE OF THE 70.4' (GANDER DRIVE) SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE R.O.W. FRONT (MAXIMUM)*: NONE, ON ANY LOT, INCLUDING A CORNER LOT, ABUTTING A PRINCIPAL ARTERIAL HIGHWAY OR INTERSTATE SIDE: NONE 51.5' - 123.7' *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: 2,080 SF FLOOR AREA: 1,882 SF GROSS (LOWER LEVEL) 1,891 SF GROSS (UPPER LEVEL) ="C1Ya7W_1M010]&= 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 - PROJECT/LEASE AREA 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 UTILITY PLAN C6.1 UTILITY PLAN DETAILS C7.0 CONSTRUCTION DETAILS C7.1 CONSTRUCTION DETAILS C7.2 DUMPSTER ENCLOSURE DETAIL C8.0 PHOTOMETRIC PLAN L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN L1.2 LANDSCAPE DETAILS L2.0 IRRIGATION PLAN TOTAL NUMBER OF SHEETS: 19 TM 45-111A FIRST GOLD LEAF LAND TRUST WENDELL WOOD, TRUSTEE ZONING: HC PARCEL ID: 04500-00-00-11100 USE:VACANT TM 45-11A PLANTERS BANK & TRUST COMPANY OF VIRGINIA ZONING: HC PARCEL ID: 04500-00-00-11 1A0 USE:BANK I� TM 45-11 C FIRST GOLD LEAF L1AND 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 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). r 4 f 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 VIRGINIA 30116010141201 CHARLOTTESVILLE RICHMOND LOCATION MAP NO SCALE Lanes Schewel Furniture Company Rivanna PlazaQ ® Dunkin Budget Car Rental Q Anytime Fitness O e ©Atlantic u,�. Classics Gymnastics Center 1p V Goodwill Store and Donation Center... Safelite AuloGiass VICINITY MAP NITS PHASE I (SDP2006-61) OVERALL PARKING PHASE 1 BLDG SUMMARY CHANGE REVISED BLDG SUMMARY RETAIL USE (S.F.) 1025 -10250 0 BANK USE (S.F.) 3090 3090 FOOD USE (S.F.) 5000 -5000 0 OFFICE USE (S.F.) 65650 -15250 50400 GROSS FLOOR (S.F.) 83990 53490 GROSS LEASABLE AREA (809/6) (S.F.) 67192 42792 REQUIRED PARKING STALLS PER 1000 S.F. 4.75 4.75 REQUIRED PARKING STALLS 320 204 VIOC REQUIRED PARKING STALLS 12 TOTAL REQUIRED PARKING STALLS 320 216 LOADING SPACES REQUIRED 4 -1 3 PARKING STALLS PROVIDED 322 (7 HC) 4* 318 (7 HC) LOADING SPACES PROVIDED 4 -1 3 * 15 PARKING STALLS REMOVED AND 11 PARKING SPOTS ADDED FOR A NET CHANGE OF (4) STALLS FROM APPROVED SITE PLAN SDP2006-61 SURVEY PROVIDED BY: U.S. SURVEYOR 4929 RIVERVVIND POINTE DRIVE EVANSVILLE, IN 47715 CONTACT: MICHAEL FELDBUSCH PHONE: 1-(800)-867-8783 EXT. 208 M FELDBU SC H@ USS U RV EYOR.0 OM 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. it 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 6.i C A R E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO rvv.61961@e.40N N N N N N C'!O N O J a c i z Q 2 g m a � i W Z L rn a C Z a in ' C 2020 CESO, INC W - cn w � W C r0 g W S a w : r Of Of g z r 3: z O N � Z O a7 N N LIJ Z Q LU = J UJ J W Ow Z a Z = LU U Z_ LU J i 0 Q (Y w 0 Z a ZACHARY DAVID Project No. 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title TITLE 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 / dAb / \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 / Si 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 \ FROMAPPRPRO1159�ED S/TEPLAN/ \ T? . J� \ 1_3 R2 N 24 44 19 E 15.37 - z L4(M) N 24'42'36" E- �qRi � / \ )& q N f f /OTN 1�� / ®/ 0 PC 64.% f '�// 43 vT \ O 65. 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 - - - f02 - - - 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 )p, 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 a8li'Com 0=CARE! 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 V) m U) r z Of w cl- a- w o ¢ o w a ¢ z U) Z m Z g w a uui 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 LL\u OQ / Q /Q V 2020 CESO, INC ZACIIARY 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 4/ O U' F� iG�y J W q CENTRAL TELE CO ESIWT ~ OB39/9 t� PGS 999 �y N/RG/N/AELEC &PDYERESMT OB3925 / PGS 52 1500 / OB 4992 PGS2�B4 FOUND A2"REBARW1 AK L/NC LN04P D BS" 3 24 4 00, 7 4'I N/F 3) j /" f b 8 W PLANTERS BANK & TRUST COMPANY OF VIRGINIA 9 BK 4659. PG 32 S PARCEL#04500-00-00-111AO MAINTENANCE USE AND S• EASEMENT AGREEMENT ALLOW 7 IS 47 VALVOLINE TO USE PARKING 5�76' DB 05094 5.0 -- - \S" f 1S 3 PGS 721-749 - � R24.0 S 20.0 � S R3.50 5 \ S i 24.0 (TYP.) 51.53 6 �4.0/f. RE �18.0 20.0 17 11 11 y R5.0 R5.0 R5.0 J 6 % 39.0 / O + 7 °`15.50Y j ++ 10 + 89.80 8 + l VIOC 26.52 \ + + 18.0 l' GANDER DRIVE A = 2,080 SF; H = 28'-11" /; :' 8 2 , 70.44 24.0 \ R24.0 7 ° R12.0 L OAP/ ESMT 16 / 20.0 � 15 \ � � 1► \ Z" MAGNO 92.33 - �C/TYOF HARL 07,E5' i/L M 2" HOLL \ PGS9 123.78 � ALBBRLE SSIR F' IWT \ \09997 1500 7 =i \ \ 18 / 59.68 0 a ,c to 7 5.5 Y HOLL a 3 10.0 18.0 5 (TYP.) R2.0 4r ryw 17 LEGEND SITE PLAN GENERAL NOTES: EXISTING 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS, INCLUDING BUT NOT LIMITED TO O.S.H.A. STANDARDS. REFER TO EX. CONDITIONS AND DEMOLITION / PLAN SHEET FOR EXISTING FEATURES LEGEND rya / 2. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION. PROPOSED 3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE, BUILDING BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT. 4. REFER TO CONSTRUCTION DETAILS / GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS. CONCRETE CURB / PAVEMENTANALK 5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE STATE SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). n CONCRETE 6. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED 3 PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. + + + + + + DUMPSTER CONCRETE PAD 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND + + + 4g CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED. O �Q CONCRETE PAVEMENT WITH O \ 8. ALL SIGNAGE SHALL COMPLY WITH THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. BLACK COLORTOP SEALANT 20' 9. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH THE STATE DOT AND THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ASPHALT PAVEMENT a. LANE LINE:6"WHITE b. PARKING STALLS: 4" WHITE 4 O PARKING SPACE COUNT �.p� C. STOP LINE: 24" WHITE J. CROSSWALKS: LONGITUDINAL 24" WHITE (PER VDOT STANDARDS) DETECTABLE WARNING MAT. e. HANDICAPPED STALLS: 4" YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS LIGHT POLE 10. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE. 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 WRLABLEW197,VACCES, NOTED ON PLANS. EASERENT DB3577PG951 12. ANY SIDEWALK, EXISTING CURB, OR PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPLACED. 13. PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED. ARCHITECTURAL REVIEW BOARD NOTES: 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 FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES ACT BE ELIMINATED. / N/F ACCESSIBILITY GUIDELINES. FIRST GOLD LEAF LAND TRUST WENDELL W WOOD, TRUSTEE BK 4659. PG 32 15. PRIOR TO FINAL ACCEPTANCE OF STORE BY OWNER, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH. PARCEL#04500-00-00-11100 16. ALL CURB RADII TO BE 5', UNLESS OTHERWISE NOTED ON PLAN. 17. KNOX BOX FOR FIRE ACCESS REQUIRED FOR BUILDING. LOCATION TO BE COORDINATED WITH FIRE MARSHAL'S OFFICE. t- N ALBEMARLESERULCEAUTHOR/TYESMT R10.0 99-47W / PGS2N 20.00\ D '"" '"�. r[ -43 / // >5"HOPE@ LB% \ i� S '4 / FROMAPPROVED S + S OF SITEPLAN/ 7 6S*Sol 36,. 9S 2• 0 PARCEL B k' iR p 6 4sgg / N/F N/F 19s 32 / FIRST BK 865. LEAF 116 TRUST PTAP INVESTMENTS PC 32 ET AL "08 �M) 90 90 / PARCEL#04500-00-00-111CO PARCEL#04500-00-00-11000 / 49546.0 SQ. FT. 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' 9 ULTI RU IV BIRCH 2000 ULTI- Q ALBEMARLEDEEDESMT OB 4B59 PGS32 \ ,0 CODED NOTES: 1. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE AND PAVEMENT MARKINGS. REFER TO CONSTRUCTION DETAILS. 2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO CONSTRUCTION DETAILS. 3. FLUSH CURB 4. TRANSITION CURB TO FULL HEIGHT IN 10' 5. PROPOSED PAVEMENT MARKINGS. 6. ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS 7. CONCRETE WALK, PER CONSTRUCTION DETAILS 8. CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT, PER CONSTRUCTION DETAILS. 20 0 20 40 9. PROPOSED MONUMENT SIGN, PER SIGNAGE PLAN. GENERAL CONTRACTOR TO PROVIDE ENTIRE BASE FOR MONUMENT SIGN. 10. DUMPSTER ENCLOSURE & CONCRETE PAD. SEE C7.2. GRAPHIC SCALE (IN FEET) 11. LIGHT POLE BASE, PER UTILITY DETAILS. 12. PROPOSED BIKE RACK, PER CONSTRUCTION DETAILS. /� 13. GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR BELL RINGER. CONDUIT TO BE INSTALLED UNDER CONCRETE SIDEWALK, ADJACENT TO BUILDING, AND STUB OUT OF CONCRETE CURB. REFER TO ARCHITECTURAL PLAN, A3.2, FOR ADDITIONAL INFORMATION. Dlg Wlth O©Q 14. CONDENSING UNIT. REFER TO MECHANICAL PLANS. FORTY-EIGHT HOURS BEFORE DIGGING IS 15. GENERAL CONTRACTOR TO PROVIDE ANCHOR DIAMOND PRO RETAINING WALL OR EQUAL. RETAINING WALL FACADE TO HAVE SMALL TO COMMENCE, THE CONTRACTORS SHALL E, SCALE BLOCK WITH MUTED EARTH TONE COLOR. SEE DETAILS FOR TYPICAL SECTION. SEE GRADING PLAN FOR ELEVATIONS. HEIGHT NOTIFY THE FOLLOWING AGENCIES: VIRGINIA VARIES (MAXIMUM HEIGHT OF 4.25') ONE CALL AT 811 OR (800) 552-7001 AND ALL 16. GUARDRAIL PER VDOT STANDARD DETAIL GR-2. OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS 17. PROPOSED UTILITY EASEMENT. SEE UTILITY PLAN PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. 18. PROPOSED CROSSWALK PER VDOT STANDARDS. R6.0 16.0 1 5.0 C SO ENLARGED PLAN: ACCESSIBLE PARKING AREA 1"=10' 20.0 R5.0 11 21.33 CESO WWW.sioone.so■ N O N O �p O O O O O N c 0 N N E J � Q N 1= 2 � o w N m � r rn z Of w W o ¢ o w Q Q z U) Z m Z g w a uui a w > It Z It F Of U) a- U J w Z z a z r m � LL Z O LO It M N 6 z T- O N N LU Z % Q Lu = J UJ J U) O Lu Z za Z = LLI U Z_ Lu J i 0 Q >w z a 2020 CESO, INC ZACHARY DAVID T 1V Project No. 757280 scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title SITE PLAN Drawing No, C3.0 56.64 5.69' C7 ry tiW ��U Q' $6 Q, J"�t4 O i �17 [Z• TOC=456 94' INV N=453.09' INV S=453 03' 4 ry 4 Np/14 t � 456. OAK / BW=451.88 n� 5's oAK TW=456.02 BW=452.10 Q a n 5 CA I cAo i PARCEL B N/F FIRST GOLD LEAF LAND TRUST BK 865. PG 165 PARCEL#04500-00-00-1 11 CO 49546.9 SQ. FT. I 456.21 �O 2 /Me 1 0 7 6 M1l1 Nq< r FOUND 1/2"REB.4RW1 L/NO LNC9P D 6S I S 2a• 4�0' ;rl" / a N/F PLANTERS BANK &. TRUST COMPANY OF VIRGINIA BK 4659. PG 32 RCEL#04500-00-00-111AO / qSp & 771 TC 456.68 BC=456.18 TC-457. - BC=457. TC=456.98 1 BC=456.4E yo TC=456. 456.94 67 BC=456.17 F / VIOC 456.94E GANDER DRIVE / A = 2,080 SF; H = 28A V / 1 FFE = 457.04" '�W J %ty MULTI-TRUNK \RIVER BIRCH 2`�y LY / 455.12 MULTI -TRUNK TC=455.1 RIVER BIRCH \ BC=454.fi r 454.1 MULTI -TRUNK RIVER BIRCH 2\HOLLY 2" HOLL4� </off _ ?e l � S 6s. 4S/S Sp 36 Op 6 �io0 H 0150, F 19RjH� 6 W S 02 (R) N/F /9$ PTAP INVESTMENTS LLC ET AL•�8 �M BK 4659. PG 32 PARCEL#04500-00-00-11000 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' ENLARGED PLAN: SOUTH PARKING AREA 1"=10' J0 h ~/ � 454.43 /CD _L V hM. /o> M 7 / N / 2 S 0 o/ TC 458.94 \ 1 BC=458.44 R TC=458.10 F 9 ^ryo /z`P�� 20 0 20 a° 4 BC=457.60 9 S TC=156.98 (M.E.) fit/) 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 = 45T04' 456.93 456.94 1 TC 456.94 =456.43 456.94 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 Z MINOR CONTOUR STORM SEWER 3TM coo CLEAN OUT p DOWNSPOUT CONNECTION MANHOLE CURB INLET CATCH BASIN XXX.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 $1locom CAR 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 m U) r Z W � � w o ¢ o w a ¢ U) Z m Z g � w a uui a W > F Z F F Of U a U J w Q Z z a z LL � L Z o LO V CO N O Z O N 04 LLI z� aw _ _J U� O W Z Z LJ U z_w �> Q >o z Q 2020 CESO, INC ZACIIARY 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 + + + +� + + + + + + + + + + + + + +\ +/� + + Zz. / 453 l + + + + + + 454 2 6 4+ + + + + + + TOC=456.94' y/ 1,+ + + + + + + + + + + + + + + INV N 453.09' / Q / + + +\ / 1V A T 7 / / LEGEND REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS DRAINAGE BOUNDARY '�/` ► FLOW ARROW CESO WWW.leiooioe.Ieo■ , cp`w s N N N N N .�O� 20 0 20 40 O O O O O 4g g�) �� GRAPHIC SCALE (IN FEET) INV S=453.03 / / / / I + + + \ + + + + A DRAINAGE AREA Ell / + + + +I i+ + + + AREA = 0.230 AC + ' ! DRAINAGE AREA E2 % + I+ + + IMPERV=31/o + + + AREA = 0.327 AC + �" + + C = 0.49 � / AK / I / -F ^ + + + IMPERV = 0% .+ + N V / / I + +\ \I�, + + + + \+ + + + + 60 U z N \ + \ + 4-\ + + / + + + + / / / FIRST GOLD LEAF LAND TRUE + +� + WENDELL W WOOD, TRUSTEE L4-- \+\ + + + Fo BK 4659. PG 32 + -}-/ ` PARCEL#04500-00-00-111C + + + /(§, 4G6�.N 24 f,NOLI +' + + N I \ 2 R66L \ �1V 2\�LLY\+ + + ry� / q1 -I- `'-SqN -{- HOLL\ za� 1 /l 1 \ \\� 4� + + + i6.64' L� _ -t- 5" A 2' r A� A + " ® I I I ` \ MULTI-TRU �VER BIRCH \ �\ \ lt_�\p }HtOt�{Y \ L FMVER BIRCH \ \\ 2" HOLLY 497 J J I \ \ MULTI -TRUNK \ �\ / h 4" OAK / M \\ ��/ )C/P \ RIVER BIRCH \\\ ��{ 2" HOLL 3 B O2 PARCEL B \N/F_ 1 �1/ I I FIRST GOLD LEAF LAND TRUST / / PTAP INVESTMENTS LLC ET AL 08' 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' 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' 1/10 C/po // ///// 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 CES0V 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 El Overland runoff to Gander Drive 0.23 5.00 5.04 6.54 0.49 0.57 0.74 E2 Overland runoff to existing BMP facilities 0.33 5.00 5.04 6.54 0.30 0.50 0.64 *Mininum Tc of 5.0 minutes ** i = B / (Tc + D)AE. B, D, E factors according to VDOT Drainage Manual App 6C-2 aU .com ft�, 1 0. . CAEtE 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 y Do r/) m °f rn 0 W N of W � � w o ¢ o w a ¢ rwn Z m Z g w a Uj a w > F Z F I.- Of rn a- U) J of w Q Z z a z LL � L Z o L0 V CO N O Z C:) CY) N W N Z- aw = J U5; J OW Z O < W < Z Q _ LU C) _:i> OQ > Q Q C7 2020 CESO, INC ZACDARY 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 `1Sp 7S .30, 7S 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/��\\ o IMPERV=97% \�� 4��'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 HO 5�1�5 ` ULTI-TRUNK \ \ + r( RY.VER BIRCH_ _ MU K + F MULTI -TRUNK \ �\ / ^ 4" OAK �/r \ \ \/ JY \ RIVER BIRCH \\\ t i{ 2" H L CAO 40.1 sss/S oo I I I I1 S0'3 1 92 S \ / \ � J III II N/F 4V 9S 0 PARCEL B 7 (R) h �/ l N/F \ PTAP INVESTMENTS LLC ET AL 08' l FIRST GOLD LEAF LAND TRUST 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 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' Jo 4 u J \ LAND COVER & RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER C AREA (SO. FT.) (ACRES) (C)(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. 2ly \ 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 DI-1 SUMP PUMP MANHOLE 447.04 (4" PVC) SE 6 (SEE PLUMBING SHEETS 456.95 452.95 (4" PVC) S P-1 & P-3) SUMP PUMP MANHOLE 447.04 (4" PVC) NW 7 (SEE PLUMBING SHEETS 456.91 453.31 (4" PVC) NE P-1 & P-3) 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) CESa EXIST VS PROPOSED DRAINAGE OVERLAND RUNOFF - (2 & 10-YR STORM) PROJECT: 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 E1 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 ss i = B / (Tc + D)AE. B, 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' 0.50% 451.29 451.45 2 TO 1 15" RCP 47.5' 1.00% 451.19 450.71 LAND COVER & RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SO. 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 ES0r 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 0.85 0.13 0.36 1 5.98 1 6.24 1 2.27 2.27 *Mininum Tc of 5.0 minutes ** i = B / (Tc+ D)AE. B, D, E factors according to VDOT Drainage ManualApo 6C-2 *C = 0.85 FOR COMMERCIAL DEVELOPMENTS, PER VDOT DRAINAGE MANUAL a $1 016010 A,& PRE 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 LuN m N Of U) z Of W a a U) 13- � w o ¢ o w z Z rwn Z m g w o- U) o- w > Lu Z Lu I_ U-1 U a U J Of w Q Z z a z L L Z O Lo V CO N z 0 N W N z� aw = J C� J oW Z U Z Q _WC 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, C5.1 470 465 E1041111] 455 450 LlEA X W -0+25 STA. 0+77.08 TA. 1+4 . STA. 0+00.00VDOT CURB DROP INLET STA.1+78 91 =456.20 - VDOT DI-1RIM 15" INV. = 452.00 (NW) 15' INV. = 451.55 N 15"INV. =452.38 SE RIM =45441 + ' IS INV. - 45 90 6" INV.=451.90 (N :1 AIRED END SrCTIO (STING GRADE PROPOSED GRADE 15" INV. = 451.29 (N VD T ES-1 W LA 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% GAS LINE. PROPOSE 1 5WATER SERVICE EXIST. 13ONTRACTOR TO AND wa COL t0 WaOf O °O t0 (O t[l t0 w rl� N t0 I i t[J � Of a wa N 1 i c0 � � N Wa O c0 (O � t[l O (O t[l of wa wa O> O m 'n � ix wa O �[i � t0 �[i cV � � of a t0 cV � 1 11 1+00 STORM SEWER PROFILE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. r 11 [no' 465 0.11 455 [R1 Mi HQ wa- 2+50 C E S O O STORM SEWER DESIGN COMPUTATIONS - PROPOSED SITE DEVELOPMENT (10-YR STORM) PROJECT: VALVOLINE INSTANT OIL CHANGE - CHARLOTTESVILLE, VA AREA RUN-OFF INLET RAIN RUN-OFF TOTAL CAPA- FLOW TIME DRAIN CA INVERT ELEVATIONS LENGTH SLOPE DIA. VEL. FROM COEF. TIME FALL Q Q CITY MINUTES TO POINT "A" REMARKS POINT INCRE- ACCUM- MIN- UPPER LOWER INCRE- A CCUM- 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 I ULATEDLATED (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) 5 4 0.199 0.85 1 0.17 0.17 5.00 6.54 1.11 1.11 452.38 452.00 77.1 0.0050 15 4.57 2.94 1 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 T4S0,71 47.5 0.0100 15 6.46 3.64 0.22 6.20 �a $1 .com � , 1 0 ^ . CAEtE 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■ 0 0 0 0 0 N O O o � o 0 a m w z g a 0 Li w O� w z rn a w W W r m J W Q z E z 0 U't I m N - I Z r TC:) C ) N N LLJ U> Z aw r J UJ _jC0 Ow z �<O Cf)� zQ -_ _ LLI U Z LIJ J > Orv" _� ary >w 0 z Q c� 2020 CESO, INC ZACIIARY DAVID Project No. 757280 Some 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 '/2 SECTION CAST IRON '/z SECTION STEEL NOTES 2`17" 2'-7" LUGS TO BE CAST WITH T-3'1/" L 2%2° x 2'/2" x'/4" 1. DEPTH OF INLET (H) BE SHOWN a COLLAR i 10'-4" LONG 0ON PLANS. FOR DEPTH GREATER THAN 10'USE RE ' STANDARD DI-1A B B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF N F CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE N _ (` IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE I APPROXIMATE ONLY FOR ESTIMATING OPTIONAL 66 ± ' WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS 43.6 LBS CONNECTORS I SHALL BE DETERMINED BY THE - - 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE N LUGS (CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE ARD ( WITH S-1. THE COST OF TAND FURNISHINGD PLACING ALL MATERIALS 2'-7" gl/" INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2" 1/2"1%2" x 4"J I %2' x 4" STRUCTURE. PLAN LUGS STUD SHEAR I 12' 9'/z" 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) r---1 CONNECTORS OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETNL A OF BE SHAPED CMORTARTURE HTOL WTHHCEMENT PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE CTURE. THE COST OF F STRURNISHING UPLAACNG COLLAR DETAIL I ^ MIN RAISED MTERING AND ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTEDRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A IN -PLACE. 4'-2" HARDWARE 2 6 1'-3" SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE I 2'-7" J CLOTH I I PLACED IN ALL AREAS ADJACENT 4" DEPTH R #78 OR TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU DOWELS n #6 x 6" WIDTH OF A 2"X4" NOTCH MAY BE PROVIDED. >#88, as asT12" N- N SEE STANDARD T-DI-3, 4 FOR a a a n fSEE ALTERNATE DESIGN. VMEME Hoor WEEP HOLE NO7EE8 i CC e. 3" ER WEEP HOLE WITH " Z Z Z Z STIC MESH PLASTIC HARDWARE CLOTH '/" MESHg 2 33 �+ OR GALVANIZED STEEL WIRE,'AINIMDM 12"-15"-16" OR 24" WIRE DIAMETER OANCHOREDRF HARDWARE CLOTH RMLYSH TO THE OUTSIDE OF THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS TO BE CLASS (3000 PSI). PRECAST ' CONCRETE IS TO BE 4000 PSI. SECTION A -A �I Ii" .p J 2" '� �` '� �` 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. SEE DETAIL B DEPTH TII��`ITT' MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15" CONCRETE PIPE - 1.528 CU. YD. CONCRETE umuflum APPROXIMATE WEIGHT CAST IRON GRATE 363 ± 18 LBS 11. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIRED ON ALL DI-1 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE IF yl 24" CONCRETE PIPE - 1.817 CU, YD, CONCRETE SECTION C-C SECTION D-D GRATES. LOCATION OF LETTERING MAY VARY BY MANUFACTURER. ADDITIONAL FOOTDOFEDEPTH. GRATE DETAIL �VDOT SPECIFICATION STANDARD DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS 12" - 24" PIPE) MAXIMUM DEPTH (H) - 10' VIRGINIA DEPARTMENT OF TRANSPORTATION 233 302 SHEET 1 OF 1 REVISION DATE 104.01 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS DI-2A. 2B. 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE 15 EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT F31- A �5" CSCA-1C I-�G FACE OF CURB FLOW CRACK CONTROL JOIN 2,_0" 81 22-, 8�, 3. C 6' MIN. 3'-6" 6' MIN. o'MAx. PLAN VIEW 1aMAx. La A GALVANIZED MC 6 X 12 I I L I I I Y. DIAMETER B B WEEP HOLE SEE NOTE 8 0 FRONT ELEVATION DI-2A DI-2B f -'1 IFS I ( J77 FOR USE ON GRADES DI-2C I r - FLOW I --I FOR USE IN SAGS BOTH SIDES TO BE SYMMETRICAL XVDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 104.03 E ro Fi o BARS A-1 F, W a, o iQ'rCZ W i i BARS o.a W BARS B I W � 10"CC- Z BARSI BARS A -I GALV2„X21/2"X'/ iV D n o <1 > - BARS E C 6" C-C BARS B-1 0 6" C- SECTION C-C &DECREASE TO 1" WHEN INLET IS USED WITH MEDIANS. WARPED GUTTER APPROACH GUTTER GALV. 8'-8" GALV. MC6 BARS A-1 0 10" C-C BARS B C 10" C-C BARS C u 8" C-C BARS A C 10" C-C SECTION B-B COLLAR OF of 1H GALV. MCBX12 D SECTION D-D CE WELD 1' 9„ BEFORE GI GALV. WELD ALL kMC6X12 /z" X 4" STUD SHEAR CONNECTOR TO COLLAR. SECTION E-E 1-041 1-01- X12 Y-2" D_ D rn C^ WELDED J JOINTS TYPICAL 9 2' 12" 9 z" 7" r SEE NOTE 8 BENT PLATES o% GALVINILEU BARS A SLOPE OF C-C 1D SURFACER w I �/4, I// X4" STUD BARS C d $kAR CONN. 8" C-C S WELDED TO ANG IRON C 2' C-C I TYPE A WARPED SURFACE TYPE B 'STEPS NOSE DETAILS SEE NOTE 5 3" TYPE A NOSE DETAIL SMALL 8E USED WITH CG-7 STANDARD. 7" TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BET ON AN ANGLE OF 68'30'AND IS TSUD SECTION A -A SHEAR CONNECTORS OWELD DCTOR13ENTI PL �EXAT 2TC-C. FOR STEP DETAILS SEE STD. ST-1. STANDARD CURB DROP INLET SPECIFICATION REFERENCE 12" - 24" PIPE) MAXIMUM DEPTH (H) - 9' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS T-DI-1 STANDARD DI-1 FRAME d GRATE #4 BARS o 4" C-C �- TOP 04 DIAGONAL BAR IIIIIIIIIIIIIIIIIIIIIIIIIIII aALL DIAGONAL Illlllllll11111111I111111111 ALL M00000EM tr 4'-10" DIAMETER DI-1, 1A PC 2016 ROAD & BRIDGE STANDARDS ALTERNATE TOP X 10��000�0�0�0� IN o 110�00000��00�� I I b l i i 0��000�0000�� j j X I TI] _rri 4'-10" E it RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORR. METAL 12" 2'-6" T-5" 15„ 2,_9±, 2-_8„ 18" 3'-0 i' T-11" 21" 3'-3 ;, 3'-2" 24" 3'-7" 3'-5" :fI•� • I• 8" DOWELS GROUT NOTES( 1- SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2• CONCRETE TO BE 4000 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 0-RING GASKETS OR BUTYL RUBBER. 4. CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. 5. SEE STANDARD DI-1, 1A FOR DETAILS OF FRAME AND GRATE. 6- DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. �VooT STANDARD PRECAST TOP UNITS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS 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 2B. 2C REINFORCING STEEL TYPE L CONCRETE BARS A BARS A-1 BARS B BARS B-1 BARS C BARS E BARS F I WEIGHT Cu. Yds. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft. alE No. Lin. Ft.* No. Lin. Ft. No. Lin. Ft. Lbs. DI-2A 2'-2" 1.71 4 3'-2" 5 3'-2" 4 3'-6.. - - 2'-0" - - - 1'-6" 55 4' 1.95 4 T-2" 5 T-O" 4 3'-6" 3 4'-3" to 4'-6" 5 2'-0" 3 2'-0" 3 1'-6" 84 6' 2.23 4 3'-2" 5 T-O" 4 3'-6" 7 4'-3" to 4'-6" 5 2'-0" 3 4'-0" 3 1'-6" 119 8' 2.51 4 3'-2" 5 9'-0" 4 3' 6" 11 4'-3' to 4 6" 5 2'-0" 3 6'-0' 3 V-6" 154 DI 10, 2.79 4 3'-2" 5 11'-0" 4 3'-6" 15 4'-3" to 4 6" 5 2'-0" 3 8'-0' 3 1'-6" 189 12' 3.05 4 T-2" 5 IT-O" 4 T_V. 19 4'-3" to 4-6" 5 2'-0" 3 10'-0' 3 1'-6" 224 14, 3.34 4 3'-2" 5 15'-0" 4 3'-6" 23 4'-3" to 4'-6" 5 '- " 3 12'-0' 3 T-6" 259 16' 3.61 4 3'-2" 5 17'-O" 4 3' 6" 27 4'-3" to 4'-6" 5 2'-0" 3 14'-0' 3 T-6" 294 18' 3.89 4 3'-2" 5 19' 0" 4 3'-6" 31 4'-3" to 4'-6" 2'-O" 3 16' 0" 3 1'-6" 329 20. 4.17 4 T-2" 5 21'-0" 4 3'-6" 35 W-3" to 4'-6" 2'-0" 3 18.-0.. V-6" 364 6' 2.24 4 3'-2" 5 7'-0" 4 3'-6" 6 4'-3" to 4'-6" 5 2'-0" 6 2'-l" 6 1'-6" 115 8' 2.55 4 3'-2" 5 9'-0" 4 3'-6" 10 4'-3" to 4'-6" 2'-0" 6 3'-1" - 150 10, 2.82 4 3'-2" 5 11'-O" 4 3'-6" 14 4'-3" to 4'-6" 5 2'-0" 6 4'-1" 6 '- " 185 DI-2C 12' 3.09 4 T- „ 5 13'-O" 4 3'-6" 18 4'-3" to 4'-6" 5 2'-0" 6 5'-l" 6 T_ 220 14' 3.37 4 5 15'-0" 4 N-6" 22 4'-3" to 4'-6" 5 2'-0" 6 6'-l" 6 T-6" 255 18' 3.85 4 '- " 5 17'-0" 4 3'-8" 26 4'-3" to 4'-6" 5 2'-0" 6 7'-1" 6 V-6" 290 18' 3.93 4 3'-2" 5 19'-0" 4 '- " 30 4'-3" to 4'-6" 5 2'-0" 6 B'-1" 6 1'-6" 325 20' 4.20 4 3'-2" 5 21'-0" 4 3'-6"��T344� 4'-3" to 4'-6" 5 2'-O" 8 9'-1" 6 T-6.. 360 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 AR AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO BE BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. ' $" MIN RAISED LETTERING WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. IS-1. THE COST OF FURNISHING AND PLACING ALL DUMP NO WASTE DRAINS TO WATERWAYS MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 13. THIS STANDARD IS INTENDED FOR USE IN CURB INCLUDED IN THE BID PRICE FOR THE STRUCTURE. AND GUTTER SITUATIONS ONLY. DETAIL A IN THE EVENT THE INVERT OF THE OUTFALL PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 4. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, CONCRETE BLOCKS IN ACCORDANCE WITH THE THE INVERT OF THE STRUCTURE SHALL BE SHAPED DETAILS SHOWN ON STANDARD DRAWING DI-MB. 2'-6" SEE WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. 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 D 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 T-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 O THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 CUBIC YARDS OF CONCRETE FOR EACH FOOT. 1„ S. *4 X 8" SMOOTH DOWELS AT APPROXIMATELY SEE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 17. LENGTH OF A14GLE IRON AS SHOWN ON SHEET A 7 CONCRETE TO PREVENT 1 OF 2 IS TO BE L 16" AT 4.10 LBS./FT. 45° SETT EMTTING ENT. GRATE 18. *DENOTES LENGTH OF ONE (1) BAR. 3" WEEP HOLE TO BE LOCATED TO 150 ± 7 LBS CAST IRON iv 8. DRN SUBBASE MATERIAL. WEEP HOLD= WITH DRAIN SUBBASE IB 19. ALL REINFORCING BARS TO BE#6. 12"X12" PLASTIC HARDWARE CLOTH '/;' MESH MINIMUM WIRE20 OR GALVANZED STEEL WRSLOTS 14E�ESH TO BE INSTALLED SOTHROAT. WILL DIRECT DIAMETER 0I03", NUMBER HARDWARE WATER TOWARD THE INLET SECTION F-F CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. SPECIFICATION XVDOT REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 12" - 24" PIPET MAXIMUM DEPTH (H)-9' REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.04 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS SHAPE TO CONTOUR OF PIPE A 9 .a TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. Z� 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 IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" 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 SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. i70,0 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 r a x a DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD AND `BRID�TARDARDS STANDARD METHOD OF SHAPING SPECIFICATION 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. F� B \1 ST'D. DI-2 COLLAR d GRATE L___1 \1. 2 2 = / � L 2%z" X 2'/2" X 1/4" GALV. RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE "H" DIMENSION (CONCRETE PIPE) 12" 4'-B" 15. 18" 5'-2'/z" 21" 5'-5;';' 24" 5'-9" 30" 6'-6%" 33" 36" 7'-l" 42" 7'-7'1 48 8'-2" T-DI-2 - DOWEL THROAT SECTION TO CHAMBER IF CAST SEPERATELY SLOT LENGTH "L„ OR PROVIDE ALTERNATE VDOT VARIES 20'-0" MAX. APPROVED METHOD OF INTERLOCK. NOTES L.A B 1. SEE GENERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSIMINIMUM. PLAN 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. 'A(' 6. VERTICAL REINFORCING BARS TO BE CONTINUOUS THROUGH JOINT. 7. STANDARD ST-1 STEPS NOT REQUIRED IN THIS TOP 7UNIT. 2 L 2%z" x 2%2' x I/4" GALV./.1 , L 2'/2" x 2'/9" x VA" GALV. .,, ..,� .,, , STANDARD RISER I I UNIT II � II 2,_0„ APPROACH GUTTER b n i INDICATES AREA OF CONCRETE TO BE POURED IN PLACE iv HOLES PROVIDED FOR *4 X B" DOWELS „ y' 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 I GUTTER 2, IyTT i 1 INDICATES AREA OF CONCRETE TO iy iv BE POURED IN PLACE HOLES PROVIDED FOR #4 X 8" DOWELS.° 8- 8, 8„ 2,-0. ALTERNATE SECTION B-B (FOR USE WITH CG-7 CURB AND GUTTER) XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 103.04 CESO WWW.siooioe.so■ O N O O O N 7 7 O N N Cl O O O O 0 E a J � Q Cc F- F- o N U) > DO d of U) W 0 W N of J J LU OL > J > QLU z F- z m W Q H- Q z U) z DOz Q W OL U) OL w j F- Z F- H_ a (n a (n w _1 _1 Q Z z CL z LL LL Z O u V M N O z r 0 N N W (D > Z Q W = J UJ J U) W Z 0 HJ Q WU Z W J O Q > W Z V 2020 CESO, INC ZACHARY DAVID FRESII Ib. Nm a4_ 6 A 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 END ON OUTLET END -SECTIONS IT END ON INLET END -SECTION X _ _ X CONC RETE m RETE TO BE LLL — - — - — — JJJ ONC PSI MINIMUM PLAN \ E73MILei C�:O:� 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" 1'-9" 4'-0" 2'-6" 18" 9" 2'_3" T_9" 4'-0" T-O" 21" 9 " 2'-11" 2'-l" 5'-0" 3'-6" 24" 9 " 3'_7" 2'-6" 6'-1" 4'_0" 27" 10 " 4'-0" 2'-l" 6'-1" 4'-6" 30" 1'-0.. 4'-6" T-7 6'-1 5'-0" 33" 1'-P ' 4'-101 ' T-31 ' 7'-1 5'-6" 36" 1'-3" 5'-3" 2'-108'-0" 42" 1'-9" 2'-11" 8'-2" 6'-6" 48" 2'-0" 6'-0" 2'_2" 8'-2" 7'-0" 54" 2'-3" 5'-5" 2'-9' " 8'-21 " 7'_6" 60" 1 2'-11" 1 5'-0" 1 3'_3" 81_3" 8'-0" ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X _ X - — - — - .w CONCRETE000 PSI MINIMUM ----- PLAN END VIEW SECTION X—X END SECTION DIMENSIONS PIPE DIAMETER14" B C D E 12" 2'-0" 4'-l" 6'-l" T-0"15" 2'_3" N-10" 6'-l" 2'_6" 18" T-3" 3'-10" 6'-1"3'-0" 21" T-11" 3'_2" 6'-1" 3'-6" 24" 3'_7" 2'-8" W-3" 4'-0" 27" 4'-0" 2'-1 " e'-P " 4'-6" 30" 4'-6" T_7 " 6'-1 " 5'-0" 33" 4'-101 " 3'-3 " 8'-1 " 5'-6" 38" 5'-3" 2'-10 6'-1 B'-0" 42" 1'-9" 5'-3" T-11" 8'-2" 6'-6" 48" 1 2'_0" 6'-0" 2'_2" 8'-2" T-0" 54" 1 T-3" 5'-5" T-11" 8'-4" 7'-6" 60" 1 2'-6" 5'-0" N-3" 8'-3" W-0" — PAY LINE c B— NOTES- PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT. LENGTHS WILL REDUCED BY THE DIFFERENCE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION v=r 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 RIPRAP 8 fps 18 CLASS 2 CLASS I DRY RIPRAP 14 fps 24 CLASS I CLASS I DRY RIPRAP 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 IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPA) FOR BOX. ELLIPTICAL OR ARCH CULVERT. H DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. = USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MINUMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H "y` CULVERT OUTLET PROTECTION ROAD AND - 204 BRIDGE STANDARDS 245 REVISION DATE SHEET 1 OF 1 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 40 113.01 2016 ROAD & BRIDGE STANDARDS CESO rrr.si��i�e.s�■ O N O b O N O IT !J O O O O O r TOT VJ N N W (D > Z aW = J UJ J U) W < ° -� U) Q z WU Z W J 0 ary > W r) Z a CD 2020 CESO, INC g;NLTH ZACHARY DAVID PRESII 1b. Nm a4_ 6 A Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title DRAINAGE DETAILS Drawing No. C5.4 i Off' C5 O v7 Jq 'Q�oR CENTRAL TELE CO ESMT �~ 1099949 W PGS 999 �y ~e •,F' INV N=453.09' �- INV S=453.03' ¢ti h� FOUND 1/2"REPAR GY/ ZINCOZNC,410 TOC=456.95 INV=441.75' TOC-456.64' INV=446.69' FOUND 1/2"REBAR GY/ L/NC0LNC.4P TOC=456.76' I INV=449.91' VIRGIN14,SZEC B PDYERESMT OB 35 92/ PGS 52 / k`' //P.0. B. , P.O.C. pRiyF LEASE TBM//1 FOUND 1/2"RE9 7500 AOfg►NOR/T ESMT� / DB 4332 PGS2B4 0 \9 " \ \ NO� HARLOTTESLL 2" HULL II_ Asp / yA<T 4RW ye= P . 0. B. S V4.440 , LEASE N/F W PLANTERS BANK & TRUST COMPANY OF VIRGINIA / BK 4659. PG 32 FOUND1/2'REBAR&1 a / S PARCEL#04500-00-00-111AO Asp ZINCOZN0410 N / FOUND 1/2"REBAR 30 GY/LINCOLN 7S (� CONTROL CAP F •39 �) S 6 �S4.p RE 49, Vh'ap/ �o�P � o A� z 0 •* 11 \� 6 5 � J/A=2,080SF;H=ff-1l"' VIOLDER DRIVEE = 457.04' / SAN INV. / / = 451.54 / / S4 / D 13.V-61SAD S3 \MULTI- t I IVER BIRCH 2,5 HOL Y Z000 \ PGSS "HOLLY A `aAULTI-TRUNK \ VER BIRCH 0 0� \ MULTI -TRUNK \ RIVER BIRCH H LY 2.. HOLLY VAR IA\ WIDTH \ RAINAGE E EMENT 0 1340. PG 43 S 6S So 036� F of H ss• f 4R/^,c So 36.- es 02.(R / 06 PARCEL B H' ) 9 FIRST GB8656BK4659. OLAFF LAND TRUST PTAP INVESTMENTS L32 ET AL 06'(M) \ PARCEL#04500-00-00-1 1 1CO PARCEL#04500-00-00-11000 \ 3000/ / / 49546.9 pRiy� 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' .4Z9E1 ARLEDEEDESMT OB 4659 PGS32 \ oe 'VAcF W/DT O CODED NOTES: 1. ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION AND TRANSFORMER LOCATION. T 1 MECHANICAL EQUIPMENT CANNOT BE VISIBLE FROM HIGHWAY CORRIDOR. 2. 2 - 2" CONDUITS, ONE FOR TELEPHONE SERVICE AND ONE FOR INTERNET SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION. 3. 1.5" WATER SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY AND PROVIDER REQUIREMENTS. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION. PRESSURE REDUCING VALVE AND BACKFLOW PREVENTOR SHALL BE PROVIDED INSIDE BUILDING. REFER TO PLUMBING PLAN. 4. EXISTING WATER METER SETTER. CONTRACTOR SHALL INSTALL 1" WATER METER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS. 5. PROPOSED V IRRIGATION SERVICE LINE AND 1" IRRIGATION METER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS. BACKFLOW PREVENTOR SHALL BE PROVIDED. REFER TO IRRIGATION PLAN. 6. PROPOSED PRESSURE REDUCING VALVE PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. 7. PROPOSED 8" X 6" TAP PER ALBERMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO CONTACT ACSA TO 20 0 20 40 COMPLETE THE TAP. 8. GAS SERVICE. CONTRACTOR TO COORDINATE WITH GAS COMPANY FOR CONNECTION. GRAPHIC SCALE (IN FEET) 9_ 6" SANITARY SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL SERVICE PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND SPECIFICATIONS. CONTRACTOR TO VERIFY CONNECTION INVERTS BEFORE STARTING INSTALLATION TO ENSURE MINIMUM 2.08%SLOPE IS POSSIBLE. 10. PROPOSED FIRE HYDRANT, 6" WATER PIPE, AND 6" GATE VALVE PER ALBERMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS. 465 460 455 450 445 1 � 3 \ ti A� 3 04R/ABLEGY/OTNACCL EASEA9ENT OB3577PG 651 N/F FIRST GOLD LEAF LAND TRUST WENDELL W WOOD, TRUSTEE BK 4659. PG 32 PARCEL#04500-00-00-11100 N t, ALBEMARLESER�/CEAUTNOR/TYESMT OB 4332 � PGS264 TOC=45 .93' INV=43 .73' 20..00 \ `�R01W,4 ECo1 NE \ OMAPPROI�EO S/TEPLAN/ \ / So STA.0+17.03 6" c0 S3 TA. 0+02.00 RIM = 456.42 6" INV. = 451.17 (N) STA. O+g5.42 6" INV. = 451.17 (SW) S1 6" CO STA. 0+34.88 RIM = 456.32 6" CO S2 6" INV. = 449.54 (SE) RIM = 456.06 6" INV. = 449.50 (SW) 6" INV. = 450.80 (NE) 6" INV. = 450.80 (NW) PROPOSED GRADE S4 6" CO RIM = 456.95 6" INV. = 451.44 (NW) 6" INV. = 451.44 (S) R P E PIPF EXISTING GRADE GAS 13.1'-6" SAN @ 2.08% 17.9'-6" SAN @ 60.5-6" SAN @ 2.08 EXIST/NGSEKE L41TRW CONTRACTORTO wa a v v wa ° p v u�CL � � v v Ixa M M N v v v XCL v v -0+25 1 11 SANITARY SERVICE PROFILE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. 1 +00 UTILITY CROSSING SCHEDULE NO. UTILITY ELEVATIONS DIFF, A 15" STM B/PIPE = 451.03 11.91 EX. 12" SAN T/PIPE = 439.12 B 6" DS B/PIPE = 452.31 QQ0 6" SAN T/PIPE = 451.41 C 15" STM B/PIPE = 451.37 1.50 1.5" WTR T/PIPE = 449.87 D GAS B/PIPE = 453.20 1.50 F SAN T/PIPE = 451.70 E EX. GAS UNKNOWN 15" STM T/PIPE = 452.11 F CONTRACTOR TO MAINTAIN 18" VERTICAL CLEARANCE BETWEEN TELE & ELEC LINES AND EXISTING SANITARY LATERAL LEGEND EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS PROPOSED BUILDING STM STORM SEWER SAN SANITARY SEWER W DOMESTIC WATER SERVICE G GAS SERVICE UGE UNDERGROUND ELEC. LINE UGT UNDERGROUND TEL. LINE UD 4" PERFORATED WALL UNDER DRAIN Co CLEAN OUT ❑M METER Q WATER METER El ELECTRIC TRANSFORMER S1 SANITARY SEWER STRUCTURE OPEN CUT WITH FULL DEPTH PAVEMENT REPLACEMENT GENERAL UTILITY NOTES: 1. COORDINATE ALL SITE UTILITY WORK WITH THE MECHANICAL AND ELECTRICAL DRAWINGS. 2. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS, AS -BUILT PLANS, AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY CONTRACTOR'S WORK FORCE. 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL FEES ASSOCIATED WITH PERMITS REQUIRED TO PERFORM THE WORK PROPOSED ON THESE PLAN (I.E. TAPPING, INSPECTION, ETC.). 4. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 6. SANITARY AND WATER LINE SHALL BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.) 7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 8. RIMS OF EXISTING STRUCTURES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS. 9. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 11. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION. 12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. 15. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS, AS WELL AS COORDINATING WITH THE AUTHORITY HAVING JURISDICTION UTILITY REQUIREMENTS AS TO ASSURE PROPER LOCATION AND SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. 16. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES. WATER NOTES: 1. WATER SERVICE MATERIAL LARGER THAN 2" SHALL BE DUCTILE IRON IN CONFORMANCE WITH ANSI A21.51 (AWWA C151) DUCTILE IRON PIPE, CENTRIFUGALLY CAST IN METAL MOLDS OR SAND LINED MOLDS, FOR WATER OR OTHER LIQUIDS AND ANSI A21.50 (AWWA C150) THICKNESS DESIGN OF IRON PIPE. ALL SERVICE LINES 2" OR LESS SHALL BE COPPER TYPE K. SIZE TO BE AS NOTED IN PLAN VIEW. SERVICE CONNECTION TO HAVE MINIMUM COVER OF 60" COVER. 2. ALL FITTINGS SHALL BE DUCTILE IRON IN CONFORMANCE WITH AWWA Cl 10 OR AWWA C153. ALL FITTINGS SHALL BE RATED FOR 350 PSI WORKING PRESSURE, HAVE MECHANICAL JOINTS AND BE COATED AND CEMENT MORTAR LINED IN ACCORDANCE WITH AWWA C104. ALL BOLTS AND NUTS SHALL BE COR-TEN. 3. WATER LINE SHALL HAVE A MINIMUM BURY DEPTH OF 3.5'. 4. A SEPARATE GATE VALVE, THE SAME SIZE AS THE METER CONNECTIONS, SHALL BE PLACED ON THE SERVICE PIPE ON BOTH SIDES OF THE METER. SUCH VALVES SHALL BE EQUAL IN QUALITY TO THE SERVICE COCK. SANITARY SEWER NOTES: 1. ALL SANITARY SEWERS SHALL BE PVC, SDR 35 MATERIAL, CONFORMING TO ASTM SPECIFICATION D3034 WITH 3/41N STONE BEDDING. 2. PVC PIPE SHALL HAVE AN INTEGRAL BELL AND JOINTS SHALL BE PREMIUM GASKETED JOINTS MEETING THE REQUIREMENTS OF ASTM D3212 TO PROVIDE A WATERTIGHT SEAL AND SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. STORM SEWER NOTES: 1. SEE PROPOSED DRAINAGE PLAN FOR STORM SEWER NOTES. 465 ALBEMARLE COUNTY UTILITY NOTES: 1. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 460 460 460 STA. 0+0.00 - PROPOSED FIRE HYDRANT 455 455 450 450 445 445 wa 1+25 EMS STA. 0+22.48 PROPOSED 6" TAP AND GATE VALVE. SEE CODED NOTE 7. 455 445 w -0+15 0+00 0+35 WATERLINE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. atfil'Nm.com r 5 " I CARE 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 0 0 0 0 N C 0 N N m J � Q N 2 � O m � rn w N Of w � � w o ¢ o w a ¢ U) z m Z g w a 00 a W > F Z F ~ Of U) a U) J w aZ z a z r L ? O U) t ch N z O N LLJ Q z- aw = J UJ J co O W Z U Z Q - 2 _WU J i OQ >w 0 2020 CESO, INC ZACIIARY DAVID Project No. 757280 Scale AS NOTED Drawn BAB Checked TJv Date 03.06.20 Drawing Title UTILITY PLAN Drawing No, C6.0 atfil'Nm.com r 5 " I CARE 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 0 0 0 0 N C 0 N N m J � Q N 2 � O m � rn w N Of w � � w o ¢ o w a ¢ U) z m Z g w a 00 a W > F Z F ~ Of U) a U) J w aZ z a z r L ? O U) t ch N z O N LLJ Q z- aw = J UJ J co O W Z U Z Q - 2 _WU J i OQ >w 0 2020 CESO, INC ZACIIARY DAVID Project No. 757280 Scale AS NOTED Drawn BAB Checked TJv Date 03.06.20 Drawing Title UTILITY PLAN Drawing No, C6.0 N C 0 N N m J � Q N 2 � O m � rn w N Of w � � w o ¢ o w a ¢ U) z m Z g w a 00 a W > F Z F ~ Of U) a U) J w aZ z a z r L ? O U) t ch N z O N LLJ Q z- aw = J UJ J co O W Z U Z Q - 2 _WU J i OQ >w 0 2020 CESO, INC ZACIIARY DAVID Project No. 757280 Scale AS NOTED Drawn BAB Checked TJv Date 03.06.20 Drawing Title UTILITY PLAN Drawing No, C6.0 PAVEMENT m 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL Hi NOTE; NO SWEATED FITTINGS DUAL SERVICE 1' TYPE 'K' SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 38' MIN. 1/8 BEND COUPLING /�, p s / _ a) 101 0) FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. I� I� 2, 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. -� `CORPORATION STOP 5'Y,••i�1y''..^.,S ;svvF�„y+ "-URICK AS NECESSARY SAND OR DUST UNDER A •yam ,,,�..,.;+1?; 4' DIAMETER DRAIN PIPE, 12' BOX AND SETTER (2-INCH i��',�'n`rs.'r;.. !�"•;. LONG STONE POCKET, VDOT MINIMUM THICKNESS) j5y,,,,' SPEC. 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) SYMM. W=4/3 D + 18" a NTS FIG. W-6A ID-10 FINISHED GRADE LOAM X'-X" MIN. DEPTH OF COVER COMPACTED APPROVED BACKFILL (95% COMPACTION) DETECTOR TAPE COMPACTED SAND BACKFILL 3" IN EARTH -7t 8" MIN. IN ROCK NOTE: 1. FIRE LINE PIPING AND SERVICE PIPING > 3" I.D. TO BE CLASS 53 DUCTILE IRON WITH RESTRAINED JOINTS 40 FT. EACH SIDE OF ALL FITTINGS, ELBOWS AND APPURTENANCES. DOMESTIC PIPING < 3" I.D. TO BE TYPE K COPPER PER ASTM B 88. 2. NOTE: PIPING TO BE HYDROSTATIC TESTED 2 HOURS @ 100 PSI. OVER NORMAL OPERATING PRESSURE AFTER INSTALLATION TYPICAL WATER MAIN & SERVICE TRENCH DETAIL NTS V �c r �rw v7 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, EDGE OF TRENCH TRENCH WIDTH O.D. +2'-0" MIN. 6" ID 6" MIN. V-0" MIN. 6„ IN ROCK 1'-0" O.D. 1'-0" TYPICAL METER BOXE (5/8"-1 " METERS) NITS FIG. W-7 TD-13 SUPPORT SYSTEM AS REQUIRED SUITABLE BACK FILL TYPE GIN, GP, SW, SP PER UNIFIED SOIL CLASSIFICATION SYSTEM OR AS APPROVED BY SITE ENGINEER COMPACTED TO 95% MAX. DRY DENSITY IN LIFTS (8" TYPICAL) PER ASTM D1557 (MODIFIED PROCTOR TEST) 3/4" CRUSHED STONE INSTALL CLAY DAM WATER STOP 2' (MIN.) THICKNESS AT 50' C-C IF DIRECTED BY ENGINEER BOTTOM OF TRENCH SPECIAL FOUNDATION IF ORDERED BY ENGINEER - 3/4" CRUSHED STONE TO BE INSTALLED TO DEPTH DETERMINED BY GEOTECHNICAL ENGINEER IN PEAT AND UNSUITABLE SOIL AREAS TYPICAL SANITARY SEWER TRENCH SECTION NTS IN EARTH 4" TOPSOIL APPROVED COMPACTED BACKFILL (95 DENSITY) % MAX DRY COMPACTION PER ASTM D1557 IN 8" LIFTS- UFO LU H LL w 11� 0 LL o9¢ NCV U UTILITY PIPE. SIZE AND MATERIAL PER UTILITY PROVIDER REQUIREMENTS BOTTOM OF CONDUIT TRENCH 7" SAND BED FROM MAIN TO METER PIT (GAS LINE ONLY)1'-0" MIN IN ROCK IN PAVEMENT SEE DETAIL FOR PAVEMENT SECTION TRENCH WIDTH: V-6" (GAS) V-0" ELECT., TELE. AND CATV. 3'4' WHEN ELEC., CAN, & TEL. ARE GROUPEDINTRENCH METAL STRIPS BURIED 12" ABOVE P.E. PIPE EVERY 5' & AT BENDS (GAS LINES ONLY) MARKING TAPE BURIED OVER ELECTRIC AND TELEPHONE CONDUITS 12" SAND COVER OVER PIPE SPECIAL FOUNDATION, IF ORDERED BY ENGINEER TO BE INSTALLED IN UNSUITABLE SOIL AREAS. ELECTRICAL, TELEPHONE AND GAS TRENCH NTS V Z N WATER PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE —� ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE 8 Q 2'x 2' BEARING AREA. THRUST BLOCK q e. Q Q Q Q NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 NOTE:HYDRANT EQUIPPED THREADSVILLE THE LOCAL D • LENGTH OF BRANCH VARIES 6' MINCi 1� ' �I1 /\\, -- VALVE BOX \ ��\// • - 6" !LGATEVA I 6'• X 6. •.I� M TEE 250E P.S.I. CONCRETE BASE AND THRUST ;-.'•:. � e,_•y.l• BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED O>WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4• THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 0 N N E U) J 3 ¢ N W o N DO DO U) > N of u) w 0 > w N Of J J W O_ O_ GO w o ¢ o Zk--ZmW ¢ ¢ Z rn Z m Z ¢ W O_ CO Q_ w > FZt�W CO a U) w _1Q z z a z H lL LL Z o r V M N O Z T_ O N N LLI Z Q w = J UJ J U) w I°� u I— O > ELECTRICAL CONTRACTOR / < J TO CONNECT OR CADWELD 4" X 6" GASKETED HAND HOLE r^ LIMITED ACCESS MANHOLE - WI CAST IRON COVER. y) TWO STAINLESS STEEL FLUSH -MOUNT BOLTS, CAST COVER WI GROUND WIRE TO POLE BASE GALVANIZED STEEL SKIRT. BUNA-N GASKET. CYLINDRICAL FORMED CONCRETE BASE 2'-W Z = STEEL PLATE CLEANOUT PLUG MEETS H-20 LOAD RATING. V x 45° CHAMFER DIAMETER PAINTED SAFETY YELLOW. w 0 COVER CONCRETE COLLAR 7 III GRADE I~ 12' PAVEMENT - L W q 4 - 40" X VO ANCHOR BOLTS J > FINISH GRADE O 10"PIPE WI #3 REINFORCING TIES 12" ON CENTER > Q BELL _ (TYPICAL FOR THREE) J N #5 BARE GROUND WIRE Q z CADWELD CONNECTION (BOTH ENDS) > w w o 3/4" X 10' COPPER WELD GROUND ROD �� ALTERNATE J� 4 w z m (LIGHTNING PROTECTION) Q CONDITION a ¢ C) PVC - SCHEDULE 40 CONDUIT RISER SHALL BE 6"DIA. z_ � / I> UNPAVED AREA SECTION (WHEN THE MAIN RUN IS LESS (PROVIDE SCHEDULE 80 UNDER V THAN 6" DIA. THE RISER SHALL o p -- MATCH THE MAIN PIPE SIZE) 3" COVER HEAVY TRAFFIC AREAS) © 2020 CESO, INC GALVANIZED STEEL TO PVC 45° BEND �_ - - CONDUIT CONNECTOR INVERT - SEE PIPING GALVANIZED CONDUIT 90' ANGLE �> I PLAN MAIN RUN -SIZE PER PLOT OR PIPING PLAN 6'LONG PIPE ZACHARY DAVID 4 -#8 STEEL VERTICAL REINFORCING BARS PRESIL PLUG 2'-0"DIA. L . N 4 6 CONCRETE p BASE WYE WYE S`SjO:tiAI, TYPICAL LIGHTING POLE BASE 9/21/2020 NTS Project No. 757280 PIPE CLEANOUT Scale NTS AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title UTILITY PLAN DETAILS Drawing No. C6.1 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 NITS 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. 10" © IN A REMOVED AND RESET OPERATION, THE BLOCK WOULD GO ON NEW OR RESURFACED PAVEMENT. HOWEVER, IT MAY BE 5' NECESSARY PLAN ON SOME PROJECTS TO PLACE NEW BLOCKS ON EXISTING PAVEMENT. 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 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 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 SYMBOL NOTE 2) POINT OF RADII - - - - - - I I a _ BLUE (OPTIONAL - SEE NOTE 2) WHITE STROKE WIDTH - 4" 2' -- - - 5'/z" T-5Y," 4" 4" 3'-0" 4" 4" 4,_e,. 2„ V 1Y, 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. ry XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS REFERENCE SHEET 10 OF 15 REVISION DATE SYMBOL DETAILS 704 1340.19 04719 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 o w N Do (/) D0 W °f rn z Of w w z ¢ z W LU a ¢ z U) Z m Z g �: w a uf) a w > r Z r I- Of U) a U) J of w Q Z z a z m � (i Z O LO V CO N O Z 0 Cn N W N Z� aW r J UJ\/ J co OW Z <O Z Q _Wv Z_ W I > O W' a� >W 0 rQ V 2020 CESO, INC ZACDARY 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 X 273/4" MIN - 28%4" 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 ''/S" 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 27)'4' MIN - ZEN" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 3'4/2' 3'4/2" 3'-i'/z' x ��iw" ix1i3s9a' T�iNJa"Id' �' GR-2A 13'-1'/z" POST SPACING) MAX DYNAMIC DEFLECTION • 2' E ET 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' 26;1 14:1 50 6.5' 21:1 11:1 r 40 5' 16:1 8:1 30 4' 13:1 7:1 r • SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. �VDST 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 DIAMOND PRO® BLOCK — Y n T 7" 0 H I n FINISHED 4 ° < 2016 ROAD & BRIDGE STANDARDS LOW -PERM "ILITY SOIL FILTER FABRIC STRUCTURAL NOTES: BACKFILL 1. STRUCTURAL BACKFILL IS TO BE PLACED IN 8- TO 24-INCH (TYPICAL) LIFTS 2. STRUCTURAL BACKFILL MUST BE MANIPULATED INTO ALL VOIDS BETWEEN BLOCKS TO ENSURE ADEQUATE BOND BETWEEN BLOCK AND CONCRETE MASS. 2'-0" (TYPICAL) - �\ I IDIA. DRAINPIPE 1=I I� —� 6" 6„ 2'-0" .3 TO OF H (TYPICAL) -III-I I I,a III III=1 I I III I U-1 I I —I , STRUCTURAL - BACKFILL DEPTH PER DESIGN aoaoaoao�ao� ENSURE VOID AREAS BETWEEN UNITS ARE FILLED COMPLETELY Iffl These graphic representations are intended for 11dW° " ' Lane ANCHORpi elintinary design purposes only and are not to AWE Diamond Proo Retaining Wall System BUILD SOMETHING BEAUTIFUL lie used for construction without the signature Dat • Typical Cross Section Anchor Wall Engineering, LLC. of a registered professional engineer. 4/15/2010 5959 Baker Road, Suite 390 Typical Details For Minnetonka, MN 55345 ® and'^' Anchor Well Systems, I=C 3/8"=V-0" the AnchorplllI Retaining Wall System DPSA0509C 2016 ROAD & BRIDGE STANDARDS /�•, 2A __ __ � 6` e„ lei' 81, 8„,. WASHER ale 1 �C�R{-2, s ll I she - 9 _ I %"x18" BOLT ^ & NUT -_ -_ --- - j'4" HOLE yi' HOLE a a 6"z 8"z1'-2" TREATED PINE BLOCK OR 6"x6"z1'-2" N" HOLE a RECYCLED MATERIAL. �4 TREATED PINE �' BLOCK OR �4 •4 RECYCLED GALV. STEEL 10D o MATERIAL COMMON NAIL w SEE NOTE 5. N 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL RT 1'-2" TREATED z CONTAINING STEEL BLOCKOUTS. PINE BLOCK � /y BLOCKOUT FOR MAINTENANCE TREATED REPAIR ONLY SOUTHERN PINE V7TY cliPINEBLOCK. LESS THAN 1'-0" HOL5x8 WOOD POST 4"x 8"xl'-2" TREATED POSTNG THE CRT POST IS FOR USE WITH THE STANDARD GR-10 TYPE IIIOR WHERE 4" WIDE BLOCKOUT W-0" POST GUARDRAIL REQUIRED 3rFF BY THE ENGINEER IN THE PPAANS.IED R iy DETAIL A N" DIA POST MAY BE HOT ROLLED OR WELDED. HOLE y;• a" GUARDRAIL INSTALLATION - HOLES I"j SITES REQUIRING LONGER GUARDRAIL POSTS 3„NOTES: 111 6"x8"x1'-2•• 35/s'x10" BOLT TREATED PINEf. ALL BOLTS, NUTS, WASHERS, AND OTHER BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. _ _ I&NUT RECYCLEDMATERIAL N 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH '-"-I' W6x8.5 OR i THE RESTRICTION THAT THE SAME TYPE OF W6x9 a POST AND BLOCKOUT MUST BE USED IN ANY II SINGLE RUN OF GUARDRAIL. 0 OPTIONAL HOLE II TO FACILITATE 'O 3. FOR DETAILS GUARDRAIL ELEMENT SPLICE JOINT, HARDWARE. ETC. SEE SHEET N05.501.01 3'/2" DIA ^ - HOLES ,1 III' I'JTI GALVANIZING II AND 501.02. 4. DRIVE NAIL TT BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER 5/e" z 18 INS BOLT IS INSTALLED. U HOLES POSTS g•• I �„ I AND BRACKETS TO 6E )'i' DIA CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `V007 REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS 236 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 501.05 2016 ROAD & BRIDGE STANDARDS REMOVE PORTION OF ADJACENT UNITS TO ALLOW DRAIN TILE THRU FACE DAYLIGHT DRAIN THRU WALL FACE SPACING VARIES 50' MAXIMUM 4"TEE I 4" PERFORATED DRAIN TILE (EL VARIES, SLOPE 1% MIN.) 2" CUT DAYLIGHT DRAIN THRU WALL FACE & EXTEND THRU SLOPE I 2ND COURSE 1ST COURSE i kJ A N C H O R" This drewingind B ld e be Diamond Pro Stone Cut® Retaining Wall System 3/a"=1'-o• SB BUILD SOMETHING BEAUTIFUL used for onstly and shcuMutthe used for conatrucaon without the D 2015 Anchor Wall Egineedrg, U.0 signature of a registered �"' �eulig"""'� ® and"' Mchor Wall Systems. Im. professional engnreer. Drain Pipe Through Toe Slope 1/19/2018 DPCR20 CESO ruw.eeeel@e.ee■ O 1- W W tY W z rn a w w w r m J Q UJI z F 3:z O r O N LLJ ( V > z LLI = J UJ J C0 O W Z 0N U) < Z _WU z L.L.I J >>_ O rv" J ary > L L] 0 z Q c� 2020 CESO, INC ZACHARY DAVID Project No. 7557280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title CONSTRUCTION DETAILS Drawing No, C7.1 PRECAST CONC. TOP CAP SEALANT AND BACKER RC 3 1/2" THICK EIFS TO MATCH BLDG. (ABOVE WAINSCOT) 1/2" EXTERIOR GRADE SHEATHING — FLASHING AND DRAINAGE PER EIFS MANUFACTURERS REQUIREMENTS — CONT. STONE WAINSCOT SILL TO MATCH BUILDING — BRICK WAINSCOT TO MATCH BLDG. (TYP.)- #6 DOWELS @ EA VERT. REINFORCED CELL �M o0 101, mI0 CONT. 8" BOND COURSE W/ (1) #5 BAR GROUT SOLID 8" CMU WALL W/ HORIZ. JOINT REINF. q AT 16" O.C. VERT. AND #6 BARS AT 7-7 ENDS, CORNERS & 2'-0" O.C. BTWN. GROUT BLOCK SOLID AT REINF. SEE PLAN FOR LOCATIONS. 6" 0 PIPE BOLLARD - SEE DTL. 6/A-10. 6" CONC. SLAB W/ 6x6 W2.9xW2.9 WWF ON COMPACTED 6" CRUSHED STONE N 1/2" EXPANSION JOINT W/ URETHANE SEALANT ►�Y::y!Y +!` �I • I i �.� a -ffi`4�`• s :vT i F'' '`�wY-L•c.,-tiif'�Y3•'t�s!Y L7 L a!� ;' oil SECTION © TRASH ENCLOSURE SCALE: 3/4 = 1 — 0 12" CMU - GROUT ALL CELLS SOLID BELOW GRADE CONIC. FOOTING W/ 4-#5'S CONT. T&B #4'S @ 12" O.C. nn n° nu v n nrnv UMNL OUL13 OC LUURIIVU ULVR.L W1 VLR11UML nULU TO PREVENT BOLTS FROM DRAGGING ON CONCRETE DUMPSTER ENCLOSURE FRONT ELEVATION SCALE: 1/2" = 1' — 0" p a 4 p d Q d 4 0 Q 4 • d 4 O a • A• p 4d o d d d 4 NOTE: GATES SHALL BE EQUIPPED WITH DROP (CANE) BOLTS, HEAVY DUTY HINGES AND LATCHES (WITH PADLOCK) DRILL HOLES 2" DEEP IN CONC. / PAVING TO ALLOW DROP BOLTS TO HOLD GATES IN CLOSED POSITION AND AT AN OPEN POSITION OF 900. POSITION VERTICAL HOLD TO KEEP CANE BOLTS FROM DRAGGING CONC. —BRICK LINE OF TOP CAP BEYOND DOME CONIC. 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 I I I I L_-1 STL. POST & FOUNDATION (TYP.) I L J I I L—_---J 1. 6. 0 FOOTING NOTE: ALL EXTERIOR TRASH ENCLOSURE STEEL SHALL BE GALVANIZED -INISHED 00 RAVING I cV a a w TOP OF PAVEMENT TRASH ENCLO' A-10J SCALE: 3/4" = 1' — TYP. DUMPSTER ENCLOSURE SIDE ELEVATION SCALE: 1/2 = 1' — 0" e A-10 #6 REBARS AT EACH END, EACH CORNER & AT 24" O.C. 6" DIA. PIPE BOLLARD SEE DTL. 6/A-10 EXTERIOR VENEER TO MATCH BLDG. 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 <c7 PRECAST CONC. TOP CAP EIFS TO MATCH BLDG. (ABOVE WAINSCOT) m 5" STEEL GATE POST (SEE DTL. 2/A-10) CONT. STONE WAIN SILL TO MATCH BUII (RICK WAINSCOT TO MATCH BLDG. (TYP.) 3"A/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 2"x2"x3/16" TS FRAME 3"A/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 2"x2"x3/16" 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 ATE DETAI ROUND OVER TOP OF CONCRETE 6" DIA. X GALVANIZED STEEL PIPE, SOLID IN CONCRETE. PRIME & PAINT VALVOLINE RED. DOME TOP OF CONCRETE FOOTING (1") PAVEMENT AS NOTED ON ' r CIVIL DRAWINGS a •. & DETAILS a. e. 3'-6" OF PIPE BELOW GRADE CENTER IN CONCRETE " 18" DIAMETER, 4000 PSI, AIR ENTRAINED CONCRETE BASE 8" COARSE STONE, HAND COMPACTED \/STURBED x ORCOMPACTED SUBGRADE BOLLARD DETAIL SCALE: 1" = V - 0" 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 GATE SECTION 3 A-10 SCALE: 3" = 1'— 0" PLAN VIEW ELEVATION VIEW HINGE DETAIL A-10 SCALE: 3" = 1'- 0" 5"0 CONC. 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 5"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 PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300 SHER-CYRL HPA. COLOR SHALL BE "VALVOLINE 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 (D N O N N W 0 0 0 0 0 N C 0 N N E Q N W o N U) w z W J W a a U) W � Q � a a z z U)) z m z a w a U) a W j W z u ~ W U) a U) w g z z a z IL z z O V M N o Z O CA N N W 0 Z LU = J UJ J U) OW F_ Z ~ Of Wa �Z= W U ZW J Q >W Z 2020 CESO, INC ZACHARY DAVID 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 TB 112 O FOUND 1/"REB4RGU/ AD L/NC LNCAP / D JACENT COMMERCIAL DEVELOPMENT / .1 >5 1 . 1 0.1 0 / \ 0 0• OVERALL PARCEL BOUNDARY / 0.0 / 0.0 / PROPOSED VALVOLINE / \ GROUND LEASE -LINE \ / 1.2 1.5 1.1 \ + 0 1.1 2.0 1.9 1.77 1.0 \ •7 \ / 0.0 / - 7 \ . \1.8 1.4 1.3 1.3 1.2 �! 1 0•6 /� \ / \ \`\`\` ci�~' / / + + + + + + + + (V V 0 . 0 / \ i/• 5 .8 3 . 3 . 1 .3 1.2 1 .5 1.4 1 .2 1 . 0 . \ P ty 0 . AAA �W F4 a ® O ,w Q / / / + + �+ + + + + 5 9 0 1 1 1.2.3 3.2 2. 9 +.0 1 7 1. 1.5 + 5 2.1.4 0. O N I 0 O 1 D1C4 / ow o hill 20 5 0.0 / 1. 1.2 n2.7 2.9 4. / \ 1� 3.0 MH: 20 2.0 1. 0.9 0.7♦ 0 1 / O w 0.0 / / / 1 EWNB 0 1 U 0. .2 1.9 2.2 1.8 1. 4.2 2.1 2. 1.0 0.9 j� / MH: 10AQF Q + + + + j 0 1 .5 0.9 1.7 2.3 2. VIQC 5.6 2 .0 0.8 0.9 / GANDER DRIVE � ♦ / _ - - � 0 1 + + + cod + + / A 2,080 SF; H - 28' 11" + + 0. .4 0.8 1. 2.3 2 �. 3.5 2.8 1.9 1.5 .0 0.8 / + / / /� / 0 1 0.0 / / + \.40 1 / 2.3 2.0 1.7 1.9 1.9 1.2 0.9♦ 114� {� / 0 / NB \ EWNB / EWNB MH: 10 / ♦ 4,�' 0 2 0.2 0.5 l:hi12 1 /4.8 1.9 1.3 1. +.3 1.6 + / s EWNB '� c�7� + s 0 2 MH: 10 ♦ O N / / \ 2 O\\\ +.9 + + �\ / 4. -f 1.2 1.6 2.2 1.5 ♦ Q / 0 \ � 0 1 ♦ 0.6 + 20�0 "CT8 J 3 9 + .3 1.4 .7 5. 7 1 .♦ \ 0.0 \\ \ ti\ \ O ♦ 0 / \ D D 3 2 1.1 .9 ♦ + Z� 0 0 0.0 0.\ soz es \ - / / \ \ MH: 20 1 3 1 ZS 1 0 9 0 3 0 1 0 7 0 a 20 0 20 40 GRAPHIC SCALE (IN FEET) 0.0 \ \ \ \ \ 0.7 +.7 0.1\. 2.1 +.5 ` +-oo \\� \ PROPOSED VALVOLINE \ \ SSA \ GROUND LEASE -LINE \ \OVERALL PARCEL BOUNDARY \ \ 0 \�0 I \ \ / Oyu 0 7PEL7a LB% 4PPROI�EO S/TEPLAN/ D �0 0 0. \ /0 0 0 0.0 / + \ �^Aggq O Calculation Summary Label CalcType Units Avg Max Min Avg/Min MaxlMin Hodz Spill @ Prop Line Illuminance Fc 0.11 1.0 0.0 NA. NA. Pavement Area Illuminance Fc 1.80 7.8 0.2 9.00 39.00 Sidewalk Area Illuminance Fc 2.04 6.5 0.1 20.40 65.00 NOTE: THE PARCEL BOUNDARY LINE IS TREATED AS THE OVERALL PROPERTY BOUNDARY IN WHICH FOOT-CANDLES CANNOT EXCEED 0.5 F.C. WHEN ADJACENT TO A PUBLIC ROAD OR RESIDENTIAL AREA. THIS REQUIREMENT IS MET, AS SHOWN. O CODED NOTES: 1. LOCATION OF EMERGENCY LIGHT FIXTURE. FIXTURES ARE MOUNTED ABOVE BUILDING DOORWAYS. REFER TO ARCHITECTURAL PLANS FOR EXACT MOUNTING HEIGHT. Luminaire Schedule POLE MOUNTED FIXTURES AT HEIGHT OF 20FT ABOVE FINISHED GRADE (MOUNTED HEIGHT OF FIXTURE INCLUDES POLE BASE) Symbol Qty Label Arrangement Total Lamp Lumens LLF Description Lum. Watts b 4 EWNB SINGLE NA. 1.000 1-EWNBOA47301NBLCKO 44 1 SC5 SINGLE NA. 1.000 1-EALP032C5SM73ONDD1BLCKF 50 �0 1 D1C4 BACK -BACK NA. 1.000 2-EALP032C4AF73ONDD1BLCKF 53 1 SD2_BS SINGLE NA. 1.000 1-EALP032D2AN73ONDD1BLCKF WITH ELS-EAL-ABL-BLCK 74 ARCHITECTURAL REVIEW BOARD STANDARD NOTE: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. Evolve'" LED Area Light (EALS-03) EALS 03 - 7 E =Evolve AL=Area Light 03=3rd 0=120-277` Generation 1=118 SM=Symmetric 7=70hi Medium 30=3000Ka N=Dimmingg thm 40=400OK PE receptode A=ANSI 7-p ri PE C1= Integrol 5lipfitter receptadelno control) for1.25•-T Pipe GRAY=Gray BLCK=Black F=Posing H2=Mandosengs 5 =Standard 2-240 SW=Symmetricc Wde SSelect K D=E#emol D=AN517-pin HE 11.66in.OD-2378in. DKBZ=Dark tor Sensor H2=Motion Sensor DonntdN Cantrell CESO 3 =240 SH=Symmetric -Select Dimming lBl2-aft receptode with 01 'Bronze 'WHTE=White 1=cWCarwda 4=277 High Angle 3000KCC cable shorting cap provided 01=Universal L=Tool-Less Entry 5=347 AF=AsymmeMc forlDA K= Non -0immahle' Mountingorsquared R=Enhanced Surge Protection D=347 Falwaa Approved All cansWaians Note See accessories for mood or square (10kUl5k41 H=347-480` AH=Asymmetric volts su lied with p� sechonon page 10 for pole mounting- S1=RotaLLd Leftt 'Not available HigF Angle ANSI C136.41 PE Control ordering K1=knuckle Slipfifter S2=Rotated Rghtl with Fusing. AW=Asymmetric Wide 7-pin Receptacle far 1.9 in-23vt OD T=FJerated Surge ProtecUm mug choose a AN=A metric Tenon`++ (20kVllOkA) descreetvoltage Narrow Auto -Required forCx S1= Knuckle Shitifter U=DAU dimmingM with FOpoi Optical Codes. Not for 2.3in.-3.Dn OD V=3-Position Terminal Block avail a all for other Teri =Coastal Finish N N N N N oprool codes. V1=Knuckle Wall 40(=Speciol Options t,: co ai a Rate Standard Maunt'+F •rmimawnulomavrmmahNrty 9 O dimming 0-1DV ` Sgialiedwith 3FT FcrmpwUewimlighDna20r�odes 0) O CDcp O O O N O leads Woxnsubleotl47 orwvr -Supplied with 3FT mIXinseruor[rowl #1413 power cable Iraaim[dkkaaghtli9maividmmn ++ Restn�cted Aimi m7 a'cenmmimmsemblelm on,ut ue kdop��u�elp 5�nme0i[aaoihutaric Mgle O°to+45° NoeAi opSonnotvmloh4ol31WsKN .• rrr C5 Symmetric Medium(SM) 7300 7500 46 B3-UO-Gl 83-UO-GI EALS03_C5SM730_JES EALS03_C5SM740_.IES EALS03_C5SM750_.IES D5 - Symmetric Medium 9800 10000 64 83-UO-Gl B3-UO-Gl EALS03_DSSM730_JES EALS03_D5SM740_IES EALS03_D5SM750_.IES _ FS Symmetric Medium SM y.. I 1 14700 15000 101 B4-U0-G2 64-UO-G2 EALS03 F5SM730 JES EALS03 F5SM740 .IES EALS03 F5SM750 .IES HS Symmetric Medium SM y II 19600 2000O 140 B4-UO-G2 B4-UO-G2 EALS03 _ _ _ H5SM730 .IES EALS03 _ H5SM740 .IES _ _ EALS03 H5SM750 .IES J5 Symmetric Medium(SM) 24500 250DO 186 04-110-G2 84-1.0-132 EALS03_J5SM730_]ES EALS03 J5SM740_IES EAtS03_J5SM750_IES KS Symmetric Medium ISM) 29400 30000 239 35-00-G3 BS-UO-G3 EALS03_KSSM736 IES EALS03_K5SM740_.IES EALS03_K5SM750_.IES C5 Symmetric Wide SW y II 7300 7500 46 B2-UO-Gl B2-UO-Gl EALS03 C5SW730 .IES EALS03 CSSW740 .IES EALS03 C5SW750 .IES D5 Symmetric Wide ISM 9800 101DO 64 33-0-131 83-UO-Gl EALS03 D5SW730:IES EALS03 D55W7407.IES EALS03 D5SW750_IES Type FS Symmetric Wide (SW) 14700 151DO 101 B3-UO-G2 B3-UO-G2 EALS03_F5SW730_JES EALS03_F5SW740 JES EALS03 F5SW750 .IES .2 0 9P HIS Symmetric Wide ISM 19700 20200 140 84-U0-G2 84-U0-G2 EALS03 H5SW730 .IES EALS03 H5SW740_IES EALS03 H5SW750.IES J5 Symmetric Wide 6W) 24600 25200 186 84-UO-G2 84-U0-G2 EALS03_J5SW730_ IES EALS03 J5SW740_IES EALS03_JSSW750_ IES E KS Symmetric Wide ISM 29600 30300 239 85-UO-G2 BS-UO-G2 EALS03_K5SW730 .IES EAIS03_K5SW740 .IES EALS03_KSSW750_JES CS Symmetric High Angle ISHI 7000 7200 46 B3-UO-GI B3-UO-GI EALS03_C5SH730_1ES EALSO3_C5SH740.IES EALS03_C55H750_.IES y DS Symmetric High le ISM Y 9 9 I 9400 9600 64 83-UO-62 B3-UO-G2 EALS03 DSSH730 .IES EALS03 - DSSH740 .IES EALS03 DSSH750 .IES Q H f5 Symmetric High SHI Y g I 14200 14500 101 84-UO-G2 84-UO-G2 EALS03 F5SH730 .IES EALS03 F5SH740 .IES EALS03 F5SH750 .IES H - W 0 'y HS Symmetric High Angle ISHI 18900 19300 140 84 UO-G2 84 UO G2 EALS03_HSSH730_IES EAL503_HSSH740_IES EAL503_HSSH750_.IE$ U) m J5 Symmetric High Angle ISHI 23600 24100 186 B5-UO-G3 BS-UO-G3 EALSO3_JSSH730_ IES EALS03_J5SH740_IES EALW3_J5SH750_ IES Do K5 Symmetric High Angle(SH) 28400 29000 239 85-UO-G3 B5-UO-G3 EALS03_K5SH730_IES EAIS03_KSSH740 IES EALS03_K5SH750_IES U) C4 Asymmetric Forward AN Y II 7300 7500 50 BS-U0-G2 81-UO-G2 EAL503 C4AF730 .IES EALS03 C4AF740 .IES EALS03 C4AF750 .IES o _ > D4 Asymmetric Forward AN 9800 10000 70 82-UO-G2 82-1.O-152 EAL5173_D4AF730_.IES EAL503_D4AF740_.IES EALS03_D4AA50_IES � F4 Asymmetric Forward lAn 14700 15000 116 B2-UO-G2 B2-UO-G2 EALS03_F4AF730_.IES EALS03_F4AF74O_IES EALS03_F4AF750_.IES N H4 Asymmetric Forward[AFl 19600 20000 140 83-1.10-G3 83-UO-G3 EALS03_H4AF730_IES EALS03_H4AF740_IES EALS03_H4AF750_.IES Z Q Z Q JO mmetric Forward (AN 24500 25000 186 83-UO-G3 83-UO-G3 EAL503_J4AF730_.IES EAL503_14AF740_IE5 EAL503_J4AF750_.IES r K4 mmetric Forward AN 29400 30000 239 B3-UO-G4 B3-UO-134 EALS03_K4AF730_.IES EAL503_K4AF740_.IES EAL503_KAAF750_.IES a a U) Type IV 04 metric High Anle AH 7000 7200 50 B2-U0-G2 B2-UO-G2 EALS03 C4AH730 .IES EALS03 C4AH740 .IES EALS03 C4AH750 .IES O O D4 Asymmetric High Angle AH) 9400 9600 70 82-UO-G2 82-U0-G2 EALS03_04AH736..IES EALS03_D4AH740_IES EALS03_D4AH750_.IES � � W FAI Asymmetric High Angle AH) 14200 14500 116 83-U0-G3 B3-UO-G3 EAL503_F4AH730_.IES EALS03_F4AH740_JES EALS03 F4AH750_.IES 0 Q 0 H4 Asymmetric High Angle(AH) 18900 19300 140 B3-UO-G3 B3-UO-G4 EALS03 H4AH730_.IES EALS03 H4AH740_IES. EALS03 H4AH750_IES Z Z L>L Er LW J4 Asymmetric High Angle(AH) 23600 24100 186 83-UO-G4 B3-UO-G4 EAL503_J4AH730_.IES EALS03_J4AH740 IES EALS03_J4AH750_AES Q - Q Z U) K4 Asymmetric High AnIe IAHI 28400 29000 239 83-UO-G4 83-UO-G4 EAL503 K4AH730 .IES EAL503 K4AH740 .IES EALS03 K4AH750 .IES Z Z W C3 Asymmetric Wide LAW 7300 7500 50 82-U0-G1 82-UO-Gl EALS03_C3AW730_.IES EALS03_GAW740 IES EALS03_GAW750_.IES g j o- D3 Asymmetric Wide IAWI 9800 10100 70 82-U0-G2 82-UO-G2 EALS03_D3AW730_IES EALS03 D3AW74O_IES EALS03 D3AW750_.IES d W d LU > F3 AsymmetricWide W A I 1470 0 1510 0 11 6 82- -G2 UO 82-UO-G2 EALS03 A F3AW73 'IES EALS 3 0_. S 0_ F AW740 3 .IE S EALS03 F3 WIS A 0_ .IES W Z W F W Type III H3 Asymmetric Wide W 19700 20200 140 B3 UO G2 B3 UO-G3 EALS03 H3AW730 .IES EALS03 H3AW740 .IES EALS03 H3AW750 .IES H_ F J3 Asymmetric Wide LAW 24600 252DO 186 B3-UO-G3 B3-UO-G3 EALS03_J3AW730_IES EALS03_J3AW74O_IES EALS03_J3AW750_IES d Q W K3 Asymmetric wide lAWI 29600 30300 239 83-UO-G3 B3-U0-G3 EALS03_K3AW730_.IES EALS03_K3AW740_.IES EALS03_K3AW750_.IES Q O Q Z C2 Asymmetric Narrow/Auto ANl 7300 7500 50 B2-UO-G2 02-UO-G2 EALS03_C2AN730_.IES EAL503_C2AN740_.IES EALS03_C2AN750_JES Z Z 3O D2 Asymmetric Narrow Auto N v / AI 9800 10100 70 B2-U0-G2 62-LI EALS03 D2AN730 .IES EALS03 D2AN740 .IES EALS03 D2AN750 .IES - Typell F2 Asymmetric Narrow/Auto [AN) 14700 15100 116 B3-U0-G3 83-U0-G3 EALS03_F2AN73O_.IES EALS03_F2AN740_.IES EALS03_F2AN750_JES H2 Asymmetric Narrow Auto AN y / I I 19700 20200 140 B3-UO-G3 B3-UO-G3 EAL.S03 H2AN730 .IES EALS03 _ _ _ H2AN740 _ .IES EALS03 H2AN750 _ .IES ,aVr1N J2 Asymmetric Narrow/Auto IANI 24600 25200 186 B3-UO-G3 83-UO-G3 EAL503_J2AN730_IES EAL503 J2AN740_IES EAL503_J2AN750_.IES Jz K2. Asymmetric Norrow/AuIo AN). 29600_ 30300 239_ B3-UO-G3 83-UO-G3 _. EALS03_K2AN730_IES EALS03K2AN74C.IES_ EALS( K2AN750_.IES Ordering Number Login Evolve LED Wall Pack N Series W. EWN B _ 7 E=Evolve B=Photometric 0=120-27P 7=70(min) 30=3000r 1=None N= None Required r BLCK=Black D=Edemd Dimming Series'B• 1-120 40= 4000K 3 = Button PE'' DKB2 = Dark Bronze Leads Provided W = Wall Pack 2 = 208 50= 50001< A = ANSI C136.41 GRAY = Groy (0-30i Input) 3 = 240 7-pin PE Receptacle # W14TE = White F = Fusing N= Housing 4 = 277 Series 5=480 3000KCCT D=ANSI C136AI Contact manufacturer L=Tool less entry D= 347 for l0K Approved units 7-pin PE Receptacle for other colors. R = 1OkV Enhanced H= 347-480V• with Shorting Cap # Surge Protection Notavailable *Only available with voltage 1,2,3 and 4. 9 H=Motion Sensor# U = DALI Dimming+A with Fusing. Must choose a discreet #Order Dimming/Control KKR= Special Options voltage with PE as a separate item. See #R&Ho sons cannot P F Option. occessones section of this datasheet for ordering be purchased It ether. information Not available w'th voltage 5, D and H. + Compatible with LightGrid 2.0 nodes. A Not compatible at 347-48OV, with A -level optical code. or with motion sensor control. r A4 Asymmetric Forward 4,000 4,300 F - i - w B4 C4 D4 E4 F4 A3 B3 C3 D3 E3 F3 A2 B2 C2 D2 E2 F2 Asymmetric Forward 1 Asymmetric Forward Asymmetric Forward Asymmetric Forward Asymmetric Forward Asymmetric Wide Asymmetricwide Asymmetric Wide Asymmetric Wlde Asymmetric Wide Asymmetric Wide Asymmetric_ Narrow Asymmetric Na70W Asymmetric Narrow Asymmetric Narrow Asymmetric Narrow Asymmetric Narrow 5,800 7.500 9.200 10.800 12,900 4,300 6,200 8,100 9,900 i1,fi00 13,900 4,200 6,100 7,900 9,700 11,400 13.600 6.200 8.000 9.800 11,500 13,700 4,600 6,600 8,600 10.500 12,400 14,700 4,500 6�500 8,400 10300 I 12,100 14,400 PE Accessories Ito be ordered separately) 58 1 B1-l10G1 1 31-1.01 98 1 B2410-G2 I 132-UO-G2 EWNB_A4740_IES EWNB_A4750_.IES EWNB_B474O_JES EWNB_B4750_IES EWNB_F3750_.IES 93029237 PED-MV-LED.7 ANSI C136.41 Dimming PE, 120-277V 28299 PECOTL STANDARD 120-277V 93029238 PE6347-LED-7 93029239 PED-460-LED-7 ANSI C136.41 Dimming PE, 347V 28294 80436 73251 PECSTL °EWTL ECCL-PECTL I STANDARD480V STANDARD 34TV Shorting cop ANSI C136.41 Dimming PE, 480V 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 Dig With QQQ OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. 0 N LLJ N U> Z LJ� = J U_J JC0 OW r Z <O U) L L �/Z TQ - 2 WU Z_ Lu J> OQ Q Z /Q V 2020 CESO, INC ZACHARY DAVID PRI;SII_ �. RES N6, Project No. 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title PHOTOMETRIC PLAN Drawing No. C8.0 (28) 15LACKEYED 5U5AN (2) INKBEPRY HOLLY (2) INKBERPY HOLLY (33) BLUE OAT GRA55 @ 3' OC (G) R=D ROCKET CREPE MYRTLE (1 9) GLO55Y ABEI (2) CRAPE MYRTLE Sq VIRGINIA & PWER DB 3925 PGS 52 DENOTES EXISTING WILLOW OAK 5TREET TREE5 - (1) CRAPE MYRTLE RAIN GARDEN LANDSCAPE PLAN L-1.1 4 PREVIOUSLY APPROVED 5DP2000-G I /TMP 45-1 1 1 C 0 N va �4 ��) C) v` 7 tea' �ZO � J'��vtiQ (1) CRAPE MYRTLE TREE PROTECTION L-1.2 (1) CRAPE MYRTLE (1) WILLOW OAK - Street Tree CENTRAL TELE. co DB 3919 PGS 699 (1) CRAPE MYRTLE (1) CRAPE MYRTLE z / (1 EPARLE s o)i)�� y�pt'R7/C- T ,flip ✓ C ro T G 7 / SSWR. / `oA4 11 m 997 ® II va PGS 74G'\J� • H7 `� DB PGS 52 �\ \ / I : =- A BIOFILTER L ANP5CAPIf FILM\ PREVIOUSLY APPRO `FtD 5DP2 QG-6 I $- ® c o0 AMENDMENTT # # 1 I WPO 2 300002 / �J VERIFY LOTION WITH OWNER'5 REPRE5ENTATIVE ON -SITE � PARCEL B N7F /\ / / / / FIRST GOLD LEAF LAND TRUST �\ `95,�9 i BK 865. PG 165 \\ (4f) / PAR 4954E 9 OS--00 111 CO I _Y OAK �� 30.00 /� 30' �7 \�\ \` / 1.14 AC. /'Nf/\/i"� // Oro® AL,atMARLE DEED \ w' it \\ / PB 4I459 w 51TE LANDSCAPE PLAN Center Trees on Parksng Stripe EX15TING ZELKOVA : � _40ci LANDSCAPE CODE REQU I REM ENT5 5TREET5CAPE: I LARGE TZEE SHALL BE REQUIRED FOR EVERY FORTY (40) °EET OF ROAD FRONTAGE OR PORTION THEREOF.. ENTIRE PARCEL FRONTAGE: 244.09 LF/40 = G. I OR 7 TREE5 REQUIRED G EXISTING - I PROPOSED= 7 TREES A5 SHOWN U5 ROUTE 29 SCREENING AT LEASED AREA FRONTAGE: 5-3 SCREEN MATERIAL5 REQUIRED; BASED ON THE VIIN. I O' WIDE REQUIRED BUFFER AREA Large Canopy Trees 1 / 1 ,000 5F 14G LF x 10= 14GO/ 1000 = 1 .4G or 2 REQUIRED 5 STREET TREES (EXISTING OR PROPOSED) + 3 LARGE CANOPY TREES IN KAINGAKDEN Medium Canopy Trees I / 1,000 5F 14G LF x 10= 14GO/ 1000 = 1 .4G or 2 REQUIRED 2 TREES A5 SHOWN Under5tory Trees 1 /500 5F 14G LF x 10= 14GO/500 = 2.92 or 3 REQUIRED 3 TREES A5 5HOWN Evergreen Trees 1 / 175 SF 14G LF x 10= 14GO/ 175 = 8.3 or 9 TREE5 REQUIRED 9 TREES A5 SHOWN Shrubs 1 /200 5F 14G LF x 10= 14GO1200 = 7.3 or 8 SHRUBS REQUIRED 25 5HRUB5 A5 5HOWN INTERIOR PARKING LAND5CAPED AREAS: 2., F REQUIRED 5% OF PARKING AND VEHICULAR CIRCULATION AREA 49/ 14,797 5F (WITHIN LEASED AREA) @ 5% = 5GG.85 5F REQUIRED G72.72 5F A5 SHOWN 49 I TREE # 3 51-1RUB5 PER 10 PARKING 5PACE5 L- I I SPACES / 10 = I. I or 2 TREE REQUIRED 2 TREES A5 SHOWN /} A5 EL I 15PACE5/ 3 = 3_G6 or 4 5HRU55 REQUIRED I I + 5HRUB5 A5 SHOWN A FY/r-,TIKIr_ I I AMr1 3 \24.4 3 N / FIRST GOLD LE WENDW BK BK 465, D e PARCEL#04500 / 2) LITTLE HENRY 5WEET5PIRE (1) ZELKOVA (9) PARDON ME DAYUUF5 50UTH ADJACENT LEA5ED AREA PROPERTY BUFFER: 5-2 SCREEN MATERIAL5 REQUIRED; BASED ON THE NIIN. 10' WIDE REIUIRED BUFFER AREA Large Canopy Trees 1 / 1,000 5F 154 LF x 10 = 1 540 / 100 = 1.54 OR 2 REQUIRED 3 TREES A5 5HOWN Medium Canopy Trees 1 / 1 ,000 5F 154 LF x 10 = 1 540 / 100 = 1 .54 OR 2 REQUIRED 2 TREE5 A5 5HOWN Under5tc y Trees N/A Evergreen Trees 1 /175 5F 154 LF x 10 = 1 540 / 175 = 8.8 OR 9 REQUIRED 9 TREES A5 SHOWN Shrubs 11200 5F 154 LF x 10 = 1 5401200 = 7.7 OR 8 REQUIRED 8 5HRU55 A5 SHOWN TREE COVERAGE: 10% REQUIRED LEASE AREA ONLY 22,533.9 @ 10% = 2,253.4 5F REQUIRED 2,3 14 5F A5 SHOWN (3)NEW ENGLAND A5TER (G) NEON SPLASH 5PIREA / (G) INKBERRY HOLLY / / (7) PARDON ME DAYULIE5 (4) NEW ENGLANDA5TEK BUILDING LANDSCAPE DETAIL 5CALE: I " = 10' a I ocom 23 90E� q.MIT Feet ALBEMARLE (8) PAJ�DO DAYLIU DB 4332 PGS 284 - (5) IMBERRY EJ10f OTECTION ___1AT CONSTRUCTION LIMITS, PLANT MATERIALS L15T LEASED AREA CANOPY CALCULATIONS QTY. PLANT NAME MINIMUM IN5TALLED 51ZE OTY. TREE CANOPY EACH 51:*- COVERAGE TOTAL LEA5E AREA TREES 1 WILLOW OAK - Quercus phe1105 3-1/2" cal. B/B 2 ZELKOVA - Zelkova 5errata 'Village Green' 2-1/2" cal. 5/13 G' Clear Trunk 2 452 904 3 RED MAPLE - Acer rubrum'October Glory' 2-1/2" cal. B/B G' Clear Trunk 1 397 397 3 RIVERBIRCH - Betula nsgra 'Heritage' 2-1/2" cal. 5/13 5mrjle-5tem I 397 397 UNDERSTORY TREES 7 CRAPE MYRTLE - Lager5troemla indlca x faunci 'Natchez' 8' ht. B/B or Cont. 2 77 154 6 RED ROCKET CRAPE MYRTLE - La6jer5troemla indlca 'Whit IV' 8' ht. B/B or Cont. 6 77 4G2 EVERGREEN TREES 18 NELLIE 5TEVEN'5 HOLLY- Ilex x attenuata 'Fosters' 5'-7' ht. 13/13 SHRUBS & GRASSES 22 GL055Y A15ELIA - Abelsa x grandsflora* 30" ht. 5/13 or # 5 Cont. 30 38 BLUE OAT GRASS - HelictotriGhon 5empervsren5 # 2 cunt. 3 DWARF BURFORD HOLLY - I lex cornuta 'Burford Nana' 24" ht. B/B or #5 Cont. 14 20 INKBERRY HOLLY -Ilex gbbra 'Compacta'* 24" B/B or #5 14 8 NEON SPLASH 5PIREA - 5psrea bumalda 'Neon Splash' 24" 13/13 or Cont. 14 10 LITTLE HENRY 5WEET5PIRE - [tea virginsca5prlch" 24" B/B or Cont. 14 3 SWEET PEPPERBU5H - CLthra alnifolia 30 ht. #5 Cont. 30 PERENNIALS TOTAL 2,314 5F CANOPY COVERAGE: 10% REQUIRED 24 PARDON ME DAYLILIE5-Hemerocallis x 'Pardon Me' # I Cont. 28 BLACK-EYED SUSAN - Rudbecksa hsrta* # I Cont. LEASE AREA ONLY 21 NEW ENGLAND A5TER - 5yrnphyotschum novae-anghae* # I cunt. * Denotes Virginia Native Plants 22,533.9 5F @ 10% = 2,253.4 5F REQUIRED 2,314 5F A5 5HOWN REFER TO SHEET L-1 . 1 FOR REMAINING PARCEL B LANDSCAPE PLAN 4 CANOPY COVERAGE 20 0 20 40 GENERAL LANDSCAPE REQUIREMENTS NORTH 5CALE: 1 "=20' 1 . ALL PLANT MATERIALS SHALL BE NURSERY GROWN AND SHALL BE PLANTED IN 9. MULCH TREE5 AND5HP\U55 WITH MIN. 3" DEPTH OF "BLLACK GOLD" OR ACCORDANCE WITH -HE LAND5CAPE 5DECIFICATION5 ADOPTED JOINTLY BY THE APPROVED EQUAL, BLACK DYED 5HR'_DDED HARDWOOD MULCH. MULCHI VIRGINIA NUK5ERYMEN5 A550CIATION, THE VIRGINIA 50CIETY OF LAND5C;APE PERENNIALS WITH 2" DEPTH OF MULCH. MULCH 5HALL EXTEND IN A DE5IGNER5 AND THE VIRGINIA CHAPTER F THE AMERICAN 50CIETY OF CONTINUOU5 LAYEZ WITHIN PLANTING BED5 FROM FACE TO FACE OF 51TE LANDSCAPE ARCHITECTS. 5TRUCTURE5 - WALK5, BUILDING, CJR55, OR OTHER PLANT BED UMIT5. 2. DIAMETER5 OF PLAN- MATERIAL5 A5 DRAWN ARE REPRE5ENTATIVE OF PLAINTS 10. ALL BED EDGE5 5HALL BE 5PADE-CU- AND CL05ELY ALIGN A5 POSSIBLE WITH AT OR NEAR MATURIY RATHER THAN AT INITIAL PLANTING. EDGES A5 SHOWN ON DRAWING. KIP MULCH A MIN. 112" BELOW ADJACENT 3. THE PLANT L15T 15 INFENDED A5 A GUIDE FOR THE LAND5CAPE CONTRACTOR. PAVED 5URFACE5. IN THE EVENT OF DISCREPANCY BETWEN THE NUMBER OF PLANTS ON THE I I . 50D ALL LAWN D15FUR13ED AREA5 WITHIN PROJECT LIMITS A5 NOTED ON CIVIL PLANT L15T AND ON THE DRAWING, THE GREATER NUMBER SHALL APPLY. DRAWING5; INCLUDING OUT TO PAVEMENT EDGE5. REFER TO CIVIL DRANVING5 4. LAN05CAPECON7-9ACTO951ALL COORDINATEPLANTIN5TALLATION5EOUZNCE AND VERIFY EXTENT WITH PROJECT MANAGER. WI7H IRRIGATION COVTRACTOR. 12. THE LANDSCAPE CONTRACTOR 5HAL- GUARANTEE ALL PLANT MATERIAL5 FOR 5. ADJU5TMENT5 IN LO ATION5 OF PLANT MATERIAL5 MAY BE NECE55APY DUE ONE-YEAR FROM DNTE OF OF ACCEPTANCE. PRIOR TO END OF WARRANTY TO NEW OR EXI5TING UTILITIES OR SITE OB5TKUCTION5. 5ET NEW TREE5 lA PERIOD CONTRACTDR 5HALL REPLAC= ALL TREE5, 5HRUB5 OR PLANTINGS NOT MIN. I O' FROM NEW DR EXI5TING UTILITY LINE5. ADV15E PROJECT MANAGER ALIVE OR IN A HEALTHY GROWING CONDITION. BEFORE THE ADJ1_15TvAENT5 ARE MADE. 13. ALL 51TE PLANTING5 OF TREES AND 5HRUB5 SHALL BE ALLOWED TO REACH, G. ALL 5HRUB5 OCCURRING IN CONTINUOUS ROW OR FORMAL ARRANGEMENT AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREE5 15 SHALL HAVE UNIFORIA HEIGHT, 5PREAD AND HABIT OF GROWTH. FOR PROHIBITED. 5HRU35 AND TREE5 51-ALL BE PRUNED MINIMALLY AND ONLYTO PERENNIAL LOCATION5, FILL AREA WITI- QUANTITY OF PLANT5 DESIGNATED); SUPPORT THE OVEZALL HEALTH OF THE PLANT. EVENLY SPACED. 7. A MINIMUM OF 8" DEPTH OF NEW TOP501L 5HALL BE PLACED IN ALL BED AREA5 BY LANDSCAPE CONTRACTOR PRIOR TO PLANT INSTALLATION. BACKFILL ALL 5HRUB5 AND TREE5 WITH BACKFILL MK OF ONE PART GOMP05T TO THREE LANDSCAPE ARCHITECT. PART5 TOP501L cc, YELLOW SPRINGS DESIGN 8. PLACE WEED BARRIER IN ALL 5HRUB BED5: 5 OZ. WOVEN, NEEDLE -PUNCHED, POLYPROPYLENE FABRIC, OVERLAPPING THE 5EAM5. PO Box 472 205 PARK MEADOWS DR. YELLOW SPRINGS, OHIO 45387 01 (0) 937.767.8199 (M) 937.654.8199 yellowspringsdesign@blzwoh.rr.com LICENSED IN: OH, KY, PA, IN, IL, MS, MI, VA, TX, OK, AZ, CO & UT C E SO ■ww.slosime.so■ 0 0 0 0 0 HLu U) Lu on W o N 0 N W IY g g W a a in Z Q Z a H on Z LL J ¢ m rq Z 3 a � Z Q Z a F � K IL w K Z w F E Z W rn > W Z 3 O In a m N ° z Ir- CD N W N > Z Z = U� LL J J co W Z ~O J o U Z W ZW U J O > Q Q C� >W 0 2020 CESO, INC sU ROGER E. BEAL D7: r 1955 v2 �V OVA NAME: ROGER E. BEAL REG15TRATION NO. LA 40G001055 EXPIRATION DATE: 0513112022 Project No. 757280 Seale REB Drawn REB Checked TJV Date 03.06.20 Drawing Title LANDSCAPE PLAN LEASED AREA Drawing ND. L-1. 0 DENOTES Ex15TING WILLOW OAK 5TREEf TREE5 (1) WILLOW OAK DENOTE5 PROP05ED LEA5E AREA TREE5 (1) SCARLET OAK RAIN GARDEN LANDSCAPE PLAN PREVIOUSLY APPROV--D 5DP2000-G I /TMP 45-1 1 1 C „y O ty ti (1) BLACK GUM O 4 J' Wq (5) CHINESE HOLLY \ I _ /.�(5) NELLIE 5TEVEN5 HOLLY 11"SAfJ �� (5) HENRYS GARNET 5WEET5PIR1f (1 5) CHINESE HO (7) RED TWIG Lifa $�.com h� 40. 1% P a ! y 13iol EXI5-ING ZELKOVA / / 13, s7 l 40 a \ \ r• � O / h VIOC / GANDER DRIVE / / A = 2,080 SF; / H = 28'-11" / °r ' °/ / ,\ sqN' ,z, •%a / (7) FOTHERGILLA / (1) BALD CYPZE55 L3) RI ERBIRCH , �:)-o, II l Cx FOTHERGILIA (G) LITTLE GEM \ (1 9) HENR ` SWEETSPIRE \ (1 0) RED TWIG DOGWOOD (G) NELLIE 5TEVEN5 HOLLY \ (9) FOTHERGILIA (1) BALD CYPRE55 \ / (1) 5ERVICEBERRY 11 H s$ 1 .� BIOFILTER _AND5I PLAN W� PREVIOUSLY APPROVED 5DP2000-G 1 /9S 0 # 5DP2014-34 AMENDMENT#I WPO 201300002 X 3 . 3 72 3 .0 ?r i FIRST GOLD /3 WENDELL 1 D D BK4 PARCEL#04; LIMIT Sq. Feet Acres PARCEL B ti N F / 7 8 FIRST GOLD LEAF LAND TRUST BK 865. PG 165 PARCEL#04500-00-00-111C0 49546.9 SQ. FT. O REMAINING PARCEL B LANDSCAPE PLAN SCALE: 1 "=20' 20 0 20 40 NDRTH GRAPHIC 5CALE (114 FEET) PLANT MATERIALS L15T - Th15 Sheet On REMAINDER OF PARCEL B CANOPY CALCULATIONS QTY. PLANT NAME MINIMUM INSTALLED SIZE QTY. TREE CANOPY EACH 5F•' COVERAGE TOTAL LEA5E AREA TREES 3 RIVERBIRCH - Betula nlgra 10'-1 2' ht. B/B 3 397 1191 1 BLACK GUM - Ny55a 5ylvatica 1 " Cal. B/B 1 370 370 2 BALD CYPRE55 - Taxodium d15tichum 1 0'-1 2' ht. B/B 2 79 158 SCARLET ONK -Quercus coccinea " cal. 5/B 370 370 1 WILLOW OAK - Quercu5 phello5 I " cal. B/B 1 370 370 UNDERSTORY TREES 1 5ERVICEBERRY - Ameianchier grandifiora G'-T ht. Ei/B or cont. 1 77 77 EVERGREEN TREES 11 NELLIE R. 5TEVEN5 HOLLY -Ilex x 'Nellie R. Steven' 5-71-it. 5/B 11 44 454 6 LITTLE GEM MAGNOLIA - Magnolia grandlflora 'Little Gem' 5'-T lit. B/B 6 82 492 SHRUBS 17 RED TWIG DOGWOOD - Cornus serlca 24" B/6 or #5 17 72 1224 24 FOThERGILA - Pothergilla major 24" 13/15 or 95 24 20 480 20 CHINESE HOLLY - Ilex cornuta 24" B/B or #5 20 14 280 24 HENKY5 GARNET 5WEET5PIRE - Itea vlrginlca 'henry's Garnet' 24" B/B or #5 24 G4 1 53G EXISTING TREES PLANT NAME OI Y. TREE CANOPY EACH 5F CCVERAGETOTAI- LEA5e AREA TREES WILLOW OAK - Quercus phellos ----- 6 370 2220 ZELKOVA - ZClkova serrata ------ 1 452 452 LEASED AREA PROP05ED FRONTAGE TREE5 - Refer to 5hleet L- 1 .0 PLANT NAME QTY. -F,r L I,ANOPY L;;cH sF CCVERAGE TOTAL LEASE AREA TREES RIVERBIRCH - Betula mgra 'Heritage' ------ 1 397 397 UNDERSTORY TREES CRAPE MYRTLE - Lagerstroemia indica x fauriel'Natchez ------ rj 77 385 EVERGREEN TREES NELLIE R. 5TEVEN5 HOLLY - liex x 'Nellie K. Steven' 9 44 39G LEASED AREA PROPOSED ADJACENT B10-PI LTER PLANTS - Refer to Sheet L-1 .0 PLANT NAME CITY. TREE CANOPY EACH sP" COVERAGE TOTAL LEASE AREA TREES RED MAPLE - Acer rubrum 'October Gloy ------ 2 397 794 RIVER61RCh - Betula mgra 'heritage' ------ 1 452 452 UNDERSTORY TREES NELLIE R. 5TEVEN5 HOLLY - Ilex x 'Nellie R. Steven' — - 9 77 G93 TOTAL 12,821 SF CANOPY COVERAGE: 10% REQUIRED REMAINER OF PARCEL B ONLY PARCEL B 49,54G.9 5F (- LEA5E AREA 22,533.9 5P) = 27,013 5F @ 10% = 2,701.3 5F REQUIRED 1 2,82 1 5F A5 5HOWN LANDSCAPE ARCHITECT: YELLOW SPRINGS DESIGN '❑PO Box 472 205 PARK MEADOWS DR. YELLOW SPRINGS, OHIO 45387 J(0) 937.767.8199 (M) 937.654.8199 yellowspringsdesign@blzwoh.rr.com LICENSED IN: OH, KY, PA, IN, IL, MS, MI, VA, TX, 0K, AZ, CO & UT CESO WNW.omeolo•.••■ N N 01 (Np N m l � O N @ 0 0 0 0 0 0 0 N E m C O 2 d m of rn N Lu IY z z a g LU w 2 3 a W z J m Z °• Q ¢ g3w EL z LU Lu W ou 55 3 0 V M N z Z 0 N N LLI > Z aw = UJ _J J i C� 19 o o Zp � Z f- J Q Lu U z_ Jw i 00 Lu 0 2020 CESO, INC r� �•z ROGER E. BEAL v2 r 1955 4 v2 �� NAME: ROGER E. BEAL REGI5TRATION NO: LA 400001955 EXPIRATION DATE: 08/31 R022 Project No. 757280 Scale REB Drawn REB Checked TJV Date 03.06.20 Drawing TWe LANDSCAPE PLAN REMAINING PARCEL B Drawing No. L-1.1 County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) I. The followine items shall be shown on the plan: 0 Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; ® Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Marldni 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storali ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencine: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Wells: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchine and Tunneline: 0 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. �C IS�7 CONTRACT PUtFCHASER SIGNATURE (DATE) (DATE) 5/1/06 Page 1 of 1 3" DEPTH OF BLACK DYED MULCH LAYER - KEEP CLEAR WITHIN A FEW INCHES OF TRUNK 501L DAM WATERING BA51N BACKFILL: PLANTING SOIL MIX PER SPECIFICATIONS REMOVE TOP 1/3 OF BURLAP (MORE IF POSSIBLE WITHOUT DAMAGING ROOTBALL) OR ENTIRE CONTAINER PLANT MOUND-COMPAC-ED BACKFILL UND15TUPBED SOIL PLANT INSTALLATION DETAILS 0 , U J 2 - 2" X 2" WOOD STAKES DRIVEN 1 5" BELOW PIT - ATTACH TO TREE WITH 16 GAUGE WIRE G" WRAPPED WITH H05E ROOTBALL DIAMETER 2X ROOTBALL DIA. (MIN.) SHRUB PLANTING DETAIL GEOTEXTILE FABRIC/ WEED BARRIER UNDER) GRAVEL MULCH OVERLAP JOINTS AND TURN UP AGAINST WALL AND CURB O o G" MIN. ©GRAVEL MULCH INSTALLATION NT5 SEE NOTE I . BACKFILL: PLANTING SOIL MIX v PER SPECIFICATIONS G" MIN. LEAVE SOLID SOIL PEDESTAL ROOTBALI DO NOT DIG DEEPER THAN DIAMETER BALL DEPTH ROOTBALL NOTES: DO NOT PRUNE OR DAMAGE LEADER OF TREE ROOT COLLAR TO BE AT OR A LITTLE ABOVE SOIL LEVEL 3" DEPTH OF BLACK DYED MULCH KEEP MULCH AWAY FROM TRUNK 2"-3" 501L DAM WATERING EIA51N (4' MIN. DIA. FOR TREES PLANTED IN LAWN AREAS) DEPTH OF HOLE AS REQUIRED TO PLACE ROOT COLLAR 2" ABOVE FINISH GRADE UNDISTURBED SOIL `REMOVE TOP 1/3 OF WIRE 5A5KET OR BURLAP FROM ROOTBALL (MORE IF POSSIBLE WITHOUT DAMAGING ROOTBALL) I.INDIVIDJALTIRE ES IN LAWN AREAS SHALL RECEIVE A 4' MINIMUM DIAMETER MULCHED CIRCLE. SHADE TREE PLANTING DETAIL CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA AS SHOWN ON PLAN NOTES: 1. NO EQUIPMENT SHALL OPERATE INSIDE TI-E PROTECTIVE FENCING NOR 5HALL MATERIAL5 BE STORED WITHIN THE PROTECTIVE FENCING. C TREE PROTECTION DETAIL N.T.5 TREE PROTECTION FENCE: HIGH DEN51lY POLYETHYLENE FENCING WITH 3.5" X 1 .5" OPENINGS; COLOR- OZANGE. STEEL POSTS INSTALLED AT & O.C. - 2" x G' STEEL T-POSTS OR APPROVED EQUAL. - MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLE55 OTHERWISE INDICATED. ON THE PLANS. LANDSCAPE ARCHITECT: 011..1 YELLOW SPRINGS DESIGN PO Box 472 205 PARK MEADOWS DR. YELLOW SPRINGS, OHIO 45387 (0) 937.767.8199 1 937.65C8199 yel lowspringsdesign@bizwoh.rr.com LICENSED IN: OH, KY, PA, IN; IL, MS, MI, VA, TX, OK, AZ, CO & UT (14 hL AA CESO .99.0mosime.09D N N N N N 76 N m O N O O O O O O i I— w Lu w z g W 0 to n- 3: 3: w z Z W g z z to to a z F Lu r Of g Of EL _ LU¢ O ¢ z 3 1 z O 'c,I-TIcoINI�IZ O N LU Q Z = LL- J UJ J U) OLU ~ ( Z o U) Z Z LU _ U Z J LU O� J LU r� V 2020 CESO, INC TH o ROGER E. BEAL r 1955 PE AF��w NAME: ROGER E. BEAL I REG15TRATION NO: LA 40GO01955 EXPIRATION DATE: 05/31/2022 Project No. 757280 Drawn REB Checked TJV Date Drawing Title 03.06.20 LANDSCAPE DETAILS Drawing No. L-1.2 GENERAL IRRIGATION REQUIREMENTS 1. THE IRRIGATICIN SYSTEM 15 DAGRAMMATIC EASED UPON THE INFORMATION IPROVIDED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. THE SUCCESSFUL CONTRACTOR 15 RESPONSIBLE TO INSTALL A SYSTEM THAT WILL PROPERLY COVER ALL AREAS INDICATED ON THE DESIGN. ACTUAL LAYOUT OF PIPING, SPRINKLER HEADS, VALVES, CONTROLLERS AND OTHER RELATED EQUIPMENT SHALL BE DETERMINED ON SITE. MINOR FIELD CHANGES SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO IBE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, 5TRUCTU2E5 AND UTILITIES AND MAKE THE NECESSARY ADJUSTMENTS TO ACCOMMODATE THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS. THERE MAY BE 1IME5 WHEN IT 15 OBVIOUS IN TIE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADES OR DIMENSIONS THAT EXIST MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING SUCH OBSTRUCTIONS SHOULD BE BROUGHT TO THE ATTENTIONS OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENTTHAT THI5 NOTI-ICATION 15 NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FJLL RE5PON5IBLTY FOR ANY REVISIONS AND COSTS THAT OCCUR. 2. THI5 SYSTEM SHALL BE INSTALLED USING ACEPTED AND QUALITY INSTALLATION STANDARDS AS USED IN THE INDUSTRY. ALL MANUFACTURERS SPECIFICATIONS WILL BE FOLLOWED. 3. MAINLINE SHALL BE BURIED P MINIMUM OF 12" OF COVER AND A MAXIMUM Of 18" OF COVER. LATERAL LINE PIPING A MINIMUM OF 1 2' OF COVER. ALL BACKFILL SURROUNDING THE PIPE SHALL BE CLEANED OF MATERIALS LARGER THAN I" IN SIZE. BACKFILL SHALL BE ADDED IN G" INCREMENTS AND MECHANICALLY TAMPED. 4. SYSTEM DESIGN IS BASED ON PRESSURE AND FLOW INFORMATION PROVIDED BY OTHERS, STATIC PRESSURE WAS GIVEN AS 70 P51 AND THE 51ZE OF THE P.O.C. 15 AS INDICATED ON THE DRAWING. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION REPORT DIFFEI BETWEEN REQUIREMENTS AND THE ACTUAL READINGS TO THE OWNER'S REPRESENTATIVE. A BOOSTER PUMP MAY BE NECESSARY IF THE REQUIRED PRESSURE 15 NOT AVAILABLE. ADDITIONAL COSTS SHALL BE SUBMITTED TO THE OWNER AS A CHANGE ORDER.. 5. PIPING SHOWN IN PAVED AREA WITHOUT SLEEVE 15 DIAGRAMMATIC AND SHALL BE LOCATED INSIDE OF PPOP05ED SLEEVES, THE PLANTED AREA OR TURF AREA APPROXIMATELY I' FROM ANY HARD5CAPE. G. ALL VALVES SHALL BE PLACED IN VALVE BOXES AS SHOWN IN THE DETAILS AND ALL ELECTRICAL CONNECTIONS SHALL BE SEALED WTH WATERPROOF CONNECTORS,. CONTROL WIRE SHALL BE 50LID COPPER WIRE U.L. APPROVED FOR DIRECT BURIAL IN THE GROUND. SEE DETAILS. 7. CONTROLLER, RAIN SENSOR, METER, TAP AND BACKFLOW LOCATIONS ARE AS SHOWN ON THE PLAN OR AS STATED IN THE DETAILS AND LEGEND. ALL INFORMATION IS TO BE VERIFIED PRIOR TO ANY INSTALLATION OF THE PROJECT. 8. THE IRRIGATION CONTRACTOR IS PESPON51ELE FOR ALL CLEAN UP ASSOCIATED WITH HIS WORK. 9. IRRIGATION CONTRACTOR SHALL ALL PROVID'_ THE FIRST WINTERIZATION, SPRING TURN ON, HEAD ADJUSTMENTS AND CONTROLLER MAINTENANCE IN BID. WALL MOUNT: O TO BE MOUNTED IN UTILITY ROOM NEXT TO SERVICE PANEL. Q2 FLOOR IN51DE BUILDING. OGFI RECEPTACLE AND LOCKING SWITCH. I I OV POWER 50URC- FOR IRRIGATION TIMER. SEE LOCAL CODE. ® IRRIGATION CONTROLLER, MOUNT ON IN51DE WAI10F BUILDING. INSTALL WITH PVC ELECTRICAL CONDUIT (GRAY), WITH LONG SWEEP ELBOWS. O LONG SWEEP ELBOW, ELECTRICAL CONDUIT (GRAY) 5CF40 PVC. SEE ELECTRIC CODE. © WALL BRACKET STAND OFF TO ANCHOR CONDUIT TO WALL. SEE LOCAL ELEC., CODES. OELECTRICAL CONDUIT (GRAY), SIZE " MINIMUM. FOR 1 I OV POWER SUPPLY. SEE LOCAL ELECT. CODES. ® ELECTRIC CONDUIT (GRAY) 5CH40, FOR LOW VOLTAGE IRRIGA-ION CONTROL WIRE TO REMOTE CONTROL ZONE VALVE. 51ZE TWICE THE SIZE OF WIRE BUNDLE. RAINBIRD ESP CONTROLLER NTS SECTION \7 \�10 I" MAINLINE "SLEEVE �° DI �4"SLEEVE WASHED GRAVEL BETWEEN WALK 4 WALL 5 / Drip / / �-4" SLEEVE O \ \ / \�\i � 6 4" SLEEVE i `ZZ1111O O / / VIOC GANDER DRIVE / A = 2,080 SF; ��\ \ 2 Drip / // V 111r_ SLEEVE 4 1" MAIN 4"SLEEVE for Controller wires /1_-4" SLEEVE IRRIGATION DETAILS I - w W SLEEVE \ :u 3 3 / /3 V SLEEVE / SITE IRRIGATION PLAN / SCALE: 1 " = 20' 20 0 20 40 NORTH GRAPHIC SCALE (IN FEET) BUILDING PLASTIC TIE DONM STRAP B RAIN 5EN50R MOUNTING BRACKET WIRE TO IRRIGATION CONTROLLER SECURE WIRE WITH CABLE TIE BRACKET ( I OF 2) NG f: MOUNT 5EN50R ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UN0135TRUCTED RAINFALL, BUT NOT IN PATH OF 5PRINKt.ER5PKAY, NO MORE THAN 300' FROM RECOVER UNIT, MOUNT RECEIVER UNIT NO FURTI-ER THAN GFROM CONTROLLER RAINBIRD RAIN SENSOR NTS SECTION RAINBIRD DV-100 ELECTRIC VALVE NTS INCH LINEAR LENGTH OF WIRE, AILED TER PROOF CONNECTION OF 2) FAG _VE BOX WITH COVER: 2-INCH SIZE ISH GRADUTOP OF MULCH 1OTE CONTROL VALVE: AIN BIRD DV 5CH 80 NIPPLE (CLO5E) SCH 40 ELL 5CH 80 NIPPLE ENGTH AS REQUIRED) CK(I Of 4) H 40 ELL MAINLINE PIPE 5CH 40 TEE OR ELL 5CH 40 MALE ADAPTER LATERAL PIPE o.O-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL SECTION IRRIGATION LEGEND 5YM(}130LL� a � 4HC� Q T HH TQ F 0 D \`Y 0 0 Q T H TQ F 5YM130L MANUFACTURER/MODEL Ram Bird 1 604 10 5ene5 MPR Rain Bird 1,504 12 5ene5 MPR Ram Bird 1 804 15 5ene5 MPR MAN U FACTU RER/MODEL Rain Bird XCZ- 100-PRF Area to Receive Dnpline Rain Bird XFD-OG-1 5 (22) 5YM130L MANUFACTUREP/MODEL Rain Bird PGA Globe 0 Rain Bird 5-RC Nibco TI-5 Bf Zurn 375 1 " © Ram Bird E5P4ME Rain Bird WR2-R5 Irrigation Lateral Line: PVC CIa55 200 5DR 2,1 — — — — — Irrigation Mainline: PVC CIa55 200 5DR 2 1 Pipe Sleeve: PVC Schedule 40 Valve Gallout # Valve Number #" # Valve Flow Valve Size LANDSCAPE ARCHITECT: YELLOW SPRINGS DESIGN PO Box 472 205 PARK MEADOWS DR. YELLOW SPRINGS, OHIO 45387 J(0) 937.767.8199 (M) 937.654.8199 yellowspringsdesign@bizwoh.rr.com LICENSED IN: OH, KY, PA, IN, IL, MS, MI, VA, TX, OK, AZ, CO & UT CESO 0 N 6 on o N 0 0 n O O w rn W w rr z a w O rn a 3 w J Q w J J aCn a Z F t w o Lu ¢ ¢ z EL Z 3 a z o N O N E 0 2 Ln t NIIzI r O d') N N > Z Q T_J W U� J_ OW Z O J < 0 i) 7 z �T W Z U W J Oar_ > >o J rr, W r) z /Q V 2020 CESO, INC _ft1N,"00 EALTN OFL ROGER E. BEAL :f 1955 4 NAME: ROGER E. DEAL REG15TKATION NO: LA 400001955 EXPIR ,TION LATE: 0531/2022 Project No. 757280 scale R E B Drawn 999 Checked TJV Date 03.06.20 Drawing Title SITE IRRIGATION PLAN a,�iog L-2.0