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HomeMy WebLinkAboutARB202000082 Plan - Approved 2020-10-13OWNER/DEVELOPER VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY40509 CONTACT: JASON HUNT PHONE: (859) 357-7188 EMAIL: JASON.HUNT@VALVOLINE.COM CK I r%I n I17=0. 3601 RIGBY RD. SUITE 300 MIAMISBURG, OH 45342 CONTACT: KELLY SCHWIETERMAN PHONE: (937) 401-3413 EMAIL: SCHWIETERMAN@CESOINC.COM CONSTRUCTION MANAGER VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 CONTACT:JOHN CULLEY PHONE: (859) 221-8641 EMAIL: JOHN.CULLEY@VALVOLINE.COM ARCHITECT: CESO, INC. 175 MONTROSE W. AVE SUITE 400 AKRON, OH 44321 CONTACT: HEATH MINYARD PHONE (479)321-3225 EMAIL: MINYARD@CESOINC.COM GOVERNING AGENCIES AND UTILITY COMPANIES VARIOUS UTILITIES THAT DO WORK WITHIN VARIOUS PARTS OF THE CITY/COUNTY ARE LISTED BELOW AS AN INITIAL AID TO THE ENGINEER. PLEASE VERIFY LOCAL UTILITIES IN THE VICINITY OF THE SITE AND INCLUDE THEIR CONTACT INFORMATION ON THE PLANS ACCORDING TO THE FOLLOWING FORMAT: SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 WATER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 STO RM WATE R: 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) PROPOSED LAND COVER BUILDING FOOTPRINT: 2080 SF (0.05 AC) (4%) IMPERVIOUS: 23,512 SF (0.52 AC) (47%) OPEN SPACE: 23,955 SF (0.57 AC) (49%) 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 ND TRUST ZONING: C PARCEL ID: 045040-00-111C0 U.S. ROUTE 29 SEMINOLE TRAIL VARIABLE WIDTH R/W ABUTTING PARCEL MAP 1"=100' 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). i' TM 45-110 PTAP INVESTMENTS LLC & APTAP INVESTMENTS LLC ZONING: HC PARCEL ID:04500-00-00-11000 USE: SHOPPING CENTER © 2020 Microsoft Corporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus IDS illi, CHARLOTTESVILLE VIRGINIA RICHMOND 301167_10101219 LOCATION MAP NO SCALE Lanes V Schewel Furniture Company Rivanna PlazaQ Dunkin Budget Car Rental Q Anytime Fitness n O c� ay o, © Atlantic Union Bank ti d H- rhor Freight �F y Classics Gymnastics Center V Goodwill Store and Donation Center.. 01. VICINITY MAP NTS CHESAPEAKE PHASE I (SDP2006-61) OVERALL PARKING PHASE I 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 (80%) (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 RIVERWIND POINTE DRIVE EVANSVILLE, IN 47715 CONTACT: MICHAEL FELDBUSCH PHONE: 1-(800)-867-8783 EXT. 208 M F E L D B U SC H@ U S S U R V EY O R. C O M 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. 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 lffcv .com C A R E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO rrr.e�����e.s�■ N N N N N N O N y 0 0 0 0 0 0 ur N E M J � Q Cc W o Z, g rn > U) w 0 > w N 0� w � w 0 ¢ W Z ui U)z U z 00 z ¢ w a U) a w > � z r ~ it U) a U) J w z a z r z L L z O in Y c') N G Z O N N LIJ cD > Z aw = J UJ J W OLU Z Q Z = wU Z_ LLI J i OE J a� >w 0 Z Q 2020 CESO, INC 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 Q 4 3\ INV=455.51' I v P.O.B. / P.O.C. qsp / pRrOF LEASE yq�T 45g . 'j� 7,gM#1 \ / FOUND 112"REB,4RW1 OAK L/NC LNCAP \ P . 0. B . / U/RG/N/AELEC. D � / SPHERESAfT % ss, SA,4400' \ LEASE \ OB8>925 3 1 14 / ^ 411,9 N/F "CPP > f h to W PLANTERS BANK & TRUST PGS52 Q ^ COMPANY OF VIRGINIA 2 C BK 4659. PG 32 FOUND 112"RE94RW1 \� G j` I PARCEL#04500-00-00-1 1 1AO ZINCOZN04P °7 F FOUND 1/2"REBAR / y4, 8 r J \ �\ \ \ S" F �S 3 GY/L/NCOLN LE ERU/C€/ 0 (� CONTROL CAP OR�TYES 2 \ O L 2 ESV/LLTOOE' T 4'sy� / �¢ I V 1 N TELECO ESMT 9A(V VACANT ' N I BUILDINGSAT / T1 E OF SURVEY LEASE 1 2$533.90 Sq. Feet 4 ` 0.52 Acres 4> TOC=456.94' p Z LAT. 38 05'27" N / �Q INV N=453.09' y 7 LONG: 78°28'05" W pAy / FOUND 1/2'REBA WI �- �� % � Z11 CAP TOC= 3.15 / I + \ O TOC=456.95/ 4 INV=441.75' B (R / \ ,g4 rpr 4- \ < G / I O �h H n h A bb ) / TOC=456.64' h 2 l I / ALB� RLE INV=446.69' SSGYR E�v'MT 7 / I I III 46.00 �OUND 1/2"REBARW1 h� 5 A I I �QB997 p L/NCOLNCAP a B7- I I I I5 MULTI RU / I 20� IV BIRCH v ULTI-T NK TOC=456.76' cQ VE IRCH I INV=449.91' / ,�'\\ \� / / I MI 4" OAK ® ARIgBL RAIN ^�/ / / �\ D 41 SO 'lop 1I o' w s PARCEL B / N/F N/F 79S A FIRST GOLD LEAF LAND TRUST PTAP INVESTMENTS LLC ET ACC& V BK 865. PG 165 < BK 4659. PG 32 PARCEL#04500-00-00-1 1 1CO PARCEL#04500-00-00-11000 / 49546.9 SQ. FT. LINE BEARING DISTANCE pRi 1.14 AC. �/do AZ9,F1WARLEDEEDESMT / 'Uf L1 R N 30'32'19" E 1856' `v I / \ L2 M N 30-35'40" E 18.55' OGS,?2 c/aQ254 L3 R N 24-42.36" E 15.37' PGS32 -- \ L4 M N 24'42'36" E 1 15.41' XTORq400 643 / 4i �\ 1236^ F / b \ N 20 0 20 40 GRAPHIC SCALE (IN FEET) /�_W/ IVIr._ � 2 90' P W �r A� VAR14BLEW1DTH. EASEMENT D93577PG951 N/F /FIRST GOLD LEAF LAND TRUST WENDELL W WOOD, TRUSTEE BK 4659. PG 32 4 PARCEL#04500-00-00-11100 rya L ALBEMARLESERV/CEAUTHOR/TYESMT OB 4?92 PGS28V a TOC=45 .93' \ a INV=43 .73' / 200 \ \ I D \ S HOPE@ xn' FROMAPPROVED S/TEPLAN/ \ /160\ 30'PR/VATE.400 h7SS\ \ EASEMENT \ OB4559PG32 � � 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 STATEILOCAL 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 WIN RIGHT OF WAY LINE - - - - PARCEL LINE SUBJECT PROPERTY BOUNDARY LINE - EASEMENT LINE - = CURB _ EDGE OF PAVEMENT EDGE OF WALK PAVEMENT MARKINGS STORM SEWER STM SANITARY SEWER SAN WATER LINE W GAS LINE G OVHD ELECTRIC LINE OHE UGND ELECTRIC LINE UGE UGND TELECOMM LINE UGT - >00 - - MAJOR CONTOUR - - - MINOR CONTOUR nnnnnnnnnnnnnnnnnnnnnr, r, r, r, r, r, r, r, r, GUARDRAIL NO BUILD AREA ® MONUMENT FOUND c/ap CLEAN OUT ® MAG NAIL FOUND ® STORM DRAIN MANHOLE BENCHMARK s® SEWER MANHOLE H WATER VALVE O TELEPHONE BOX C7 WATER METER ® TELEPHONE MANHOLE q HYDRANT Im TELECOMMUNICATIONS PEDESTAL 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 ga $1 .com ` / • CAR E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO WWW.eeeelee.ee■ N N N N N N O N y 0 0 0 0 0 0 N C O N N E J U) Q C � l~ O N rn > U) w z LLI w � � w z ¢ z w z U)z Z m Z ¢ w EL U) (L w > W z r I_ W U)a U) J w Z z d z z �: LL Z O It() N G Z qr- N W N (7 Z LLI = J UJ J C0 0ILL, Z vi Q Z WU J i Q > W 0 (D 2020 CESO, INC ZACHARY 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 vq . AL,YEMARL E SERV/CEAUTf/OR/TYESMT OB 4332 I PGS184 �/ ..., .,.v, rU -43 / // / f5"HOPEREB%7\ S q / FROMAPPROVED 6S°S ,/S Op S/TEPLAN/ I / H s:s O PARCEL B S Sig W 7 9S 2 '6?p e34 .5 \ 9 FIRST GOLD LEAF LAND TRUST PTAP INVESTMENTS LLC ET AL 08'(M / I BK 865. PG 165 BK 4659. PG 32 90 90, / PARCEL#04500-00-00-1 11 CO PARCEL#04500-00-00-11000 49546.9 SQ. FT. 1.14 AC. O CSC �Cb J kI q CENTRAL TELE CO ESMT � �~ OB3919 Cy PGS599 qy Q hh / h`O / 0 3 FOUND 112ORE94RW1 \ OAK L/NC LN04P �h / LEGEND VIRG/N14ELEC o ^'' SITE PLAN GENERAL NOTES: BPGVERESMT 6. S 24. - 0• EXISTING OB3925 '' S f 44.f N/F 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS, INCLUDING �c 3j j /" f b e PLANTERS BANK & TRUST BUT NOT LIMITED TO O.S.H.A. STANDARDS. REFER TO EX. CONDITIONS AND DEMOLITION W PGS52 z sAK ^ COMPANY OF VIRGINIA 0)/ PLAN SHEET FOR EXISTING FEATURES LEGEND 9 BK 4659. PG 32 v 2. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION. S PARCEL/j04500-00-00-111A0 MAINTENANCE USE AND a / � / PROPOSED = 1500 S°7S" EASEMENT AGREEMENT ALLOW 2 / 3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE, BUILDING 7 S 47 ., VALVOLINE TO USE PARKING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT. BUILDING DB 05094 / 5.0 ° S F 7S 3 PGS 721 - 749 / / 4. REFER TO CONSTRUCTION DETAILS / GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS. CONCRETE CURB BEMA ORT EVICE SMT \ 7- 0 () / / / PAVEMENTANALK �OB4332 R24 0 ✓J / 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). a " PGS2B R3.50 20 0\ S // 6. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED CONCRETE 5 24.0 (TYP.) \�" f 3 h' o / PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. + + + O C/TY F/ 51.53 6 7540 REE e �h / P�Q + + + DUMPSTER CONCRETE PAD o HA LDj�E U/CLEF M r / 9 � _� r� 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND + + + D �g . 18.0 20.0 `u 17 ® 49, = CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED. CONCRETE PAVEMENT WITH / = f5 O O )c�=�� 8. ALL SIGNAGE SHALL COMPLY WITH THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. BLACK COLORTOP SEALANT °N y/ G .y, f` c�o�" ^�0 11 a , 11 R5.0 R5.0 � =po 9. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH THE STATE DOT AND THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM / N a� CW Q? TRAFFIC CONTROL DEVICES. ASPHALT PAVEMENT O}h���W a. LANE LINE: 6" WHITE 39.0 Q¢�O O� b. PARKING STALLS: 4" WHITE + Q O PARKING SPACE COUNT t 7 1.5.50 / / + + 10 R2.0 C. STOP LINE: 24" WHITE O + 89.80 8 ` " + + + d. CROSSWALKS: LONGITUDINAL 24" WHITE (PER VDOT STANDARDS) Y 4 k .. DETECTABLE WARNING MAT. :l VIOC .,%' � 26.52 p 18.0 �� e. HANDICAPPED STALLS: 4" YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS f000o� - GANDER DRIVE \ 7 ¢� = LIGHT POLE A - 2,080 SF; H - 28A 1" %; ..' 8 / 2 / 10. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE. 777 a 70.44 r? 18 o, 11. ALL LIGHT POLES TO BE LOCATED 2' FROM BACK OF CURB AS MEASURED FROM THE FACE OF POLE FOUNDATIONS, UNLESS OTHERWISE CONCRETE BUMPER BLOCK AK / • 24.0 \ f'.: p �. VAR/ABLEW1DTHACCES, NOTED ON PLANS. O EASEMENT OB3577PG551 12. ANY SIDEWALK, EXISTING CURB, OR PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPLACED. 7 a° R24.0 R12.0 ° c 7 / rV 13. PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED. R ERU/ %/ 59 rypa ARCHITECTURAL REVIEW BOARD NOTES: /O / ESMT 16 �'� ti U 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. ' • 2 6'0 / FIRST GOLD LEAF LAND TRUST ACCESSIBILITY GUIDELINES. c0 . WENDELL W WOOD, TRUSTEE \ \ 17 BK 4659. PG 32 15. PRIOR TO FINAL ACCEPTANCE OF STORE BY OWNER, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH. \\ \ 2"" AGNO \ �C/TYOF HARLOTTESV/L 2" HOLL ALB RLE S9IR ESMT \ -zQ R5.0 PARCEL#04500-00-00-11100 r92.33 1 10.0) O O 16. ALL CURB RADII TO BE 5', UNLESS OTHERWISE NOTED ON PLAN. �' o 20.0 i 18 9d D �^ / 17. KNOX BOX FOR FIRE ACCESS REQUIRED FOR BUILDING. LOCATION TO BE COORDINATED WITH FIRE MARSHAL'S OFFICE. 97 fsoo / ULTI RU IV BIR 70X&I Q ALBEMARLEDEEDESMT I OB 4859 \ PGS32 \ ,O 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. I R12.0 3. FLUSH CURB 4. TRANSITION CURB TO FULL HEIGHT IN 10' I 5. PROPOSED PAVEMENT MARKINGS. 6. ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS I 7. CONCRETE WALK, PER CONSTRUCTION DETAILS 8. CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT, PER CONSTRUCTION DETAILS. I 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. 1 13. GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR BELL RINGER. CONDUIT TO BE INSTALLED UNDER CONCRETE SIDEWALK, ADJACENT1�- TO BUILDING, AND STUB OUT OF CONCRETE CURB. REFER TO ARCHITECTURAL PLAN, A3.2, FOR ADDITIONAL INFORMATION. Dig With QQQ 14. CONDENSING UNIT. REFER TO MECHANICAL PLANS. 15. GENERAL CONTRACTOR TO PROVIDE ANCHOR DIAMOND PRO RETAINING WALL OR EQUAL. RETAINING WALL FACADE TO HAVE SMALL FORTY-EIGHT , HOURS BEFORE DIGGING IS SCALE BLOCK WITH MUTED EARTH TONE COLOR. SEE DETAILS FOR TYPICAL SECTION. SEE GRADING PLAN FOR ELEVATIONS. HEIGHT TO COMMENCE, THE CONTRACTORS SHALL VARIES (MAXIMUM HEIGHT OF 4.25') NOTIFY THE FOLLOWING AGENCIES: VIRGINIA 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. 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' 16.0 R6.0 �'\V 16.0 1 5.0 (D m ENLARGED PLAN: ACCESSIBLE PARKING AREA 1"=10' 20.0 R5.0 11 21.33 CESO rrr.e�����e.s�■ N N N N N N O N y 0 0 0 0 0 0 J J ~ a a U) � � w z ¢ z w z U z z 00 z ¢ w a- U) a w > I.- z r I.- U) a U) w z z a z L LL z O z 0 N N LIJ z - aw = J UJ J C0 OLu Z H O o ,^ z LLI U J i Q J >o rrQn n 2020 CESO, INC V ZACHARY DAVID IV Project No. 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title SITE PLAN Drawing No. C3.0 / I A�Mf Nq(T TBM#1 LEGEND 9 - � \ ay FOUNO112ORE94RW1 / A T EXISTING / OAK L1NC LNC,4P 'v� / 1 y 459.00 (M.E.) D BS S ?4 E pp, REFER TO EX. CONDITIONS AND DEMOLITION / V 3 �41 44 79 H NF PLANTERS BANK &TRUST 4 PLAN SHEET FOR EXISTING LEGEND ITEMS PROPOSED TC=459.51 ' 1 COMPANY OF VIRGINIA AK BC=459.01 BK 4659. PG 32 y. S I PARCEL#04500-00-00-111A0 q$o N / BUILDING 4 c� / /' 458.92 \ S°1 '74 / / \ S S 4 TC=458.06 <r \ 320 MAJOR CONTOUR S°� ' 45TC=458.26 BC= 7.56 \� / \ S•, BC=457.76 MINOR CONTOUR // AK 458.47 c p \ \ is 39' J TC=458.49 / STM STORM SEWER / 458.45 S> \ � BC=457.99 / co / p CLEAN OUT TC=456.67 � / S / / \ DOWNSPOUT CONNECTION BC=456.17 TC=457.04 / S i DS s BC=456.54 S•2S, TC=458.76 6 �� ❑ TC=456.40 y 3 2+ BC=458.26 y 3 F C 1 p. {�, < h MANHOLE v� BC=455.90 2 / •. M 4. T=458.94 "�• o � a 0 R ti.a/�P O 9 �R ^,yam ?,r'' � 20 0 20 40 CURB INLET / TC=456.68 \ \ o BC=457.60 4g ) CATCH BASIN p0 y J 455.58 BC=456.18 TC=457.72 S 64 �g �Q G TC=456.52 BC=457.22 �l TC 456.98 (M.E.) t. S_ y ` BC=456.02 \ ♦ TC=456.98 (..) GRAPHIC SCALE (IN FEET) N v� I . BC=456.48 M E � FINISHED GRADE ELEVATION �JovW�� 4 a �� 1 BC=456.48 y / TC=456.93 TC=457.00 D 457.65 y� TC=456.67 TC=456.77 TC-XXX.XX TOP OF CURB ELEV. �� N r /I 4 IBC=456.43 BC=456.17 BC=457.10 BC=456.27 O CODED NOTES: Bc=xxx.xx / j' W7q /I = 456.94 l TC=456.96 \ 1. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 10' (UNLESS TAPER BOTTOM OF CURB ELEV. CQ 457.5 j o I ~ / � � �' 457.14 BC=456.46 ` LENGTH NOTED IN PLAN) W Qs3 - Qao / - yo sw xxx.xx 2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO TOP OF SIDEWALK ELEVATION .Q Q / ass l / 456.01 CONSTRUCTION DETAILS 4� TOC=456.94' \ \ TW=XXX.XX TOP OF RETAINING WALL Q' INV N=453.09' / ^ INV S=453.03' c / a TC=456.94 VIOC 456.94 455.89 (M.E.) 3. TRANSITION FROM EXISTING CURB TO BACK OF CURB. SEE DETAIL ELEVATION / cQ BC=456.44 GANDER DRIVE / ` THIS SHEET. � BW-XXX.XX BOTTOM OF RETAINING WALL 456.94 A = 2,080 SF; H = 28'-11" / 1 456.70 456.44 ` \ ELEVATION FFE=457.04' 4. TREE PROTECTION. VERIFY LOCATION WITH OWNER'S OAK TC=456.94 ` REPRESENTATIVE ON -SITE. SEE LANDSCAPE PLAN FOR DETAILS. EXISTING / 456.88 � BC=456.44 455.66 0> � WASHED GRAVEL � EXPOSE BACK OF CURB 6" (M.E.) MATCH EXISTING ELEVATION TC= / 1 �\ 457.10 A56 r 455.54 (M.E.) CURB TC TOP OF CURB ♦ � ` ,�, V TC=456.82 / 456.94 BC=456.60 ` } 2:1 (SEE LANDSCAPE PLAN) BC BOTTOM OF CURB BC=456.32 1 TC=456.94 =III (0455.12 ap qW -"-"' -i-I = x.xx% - SLOPE ARROW TW=451.88 TC=456.94 / ` BW=451.88 1 BC=456.44 / TC=456.79 TC=455.44 ^p J GRADE BREAK TC 456.53 S O / BC=456.29 BC=454.94 455.00 (M.E.) / N F PROPOSED �Q BC 456.03 / CURB �o TC 456.94 FIRST GOLD LEAF LAND TI l EXISTING CURB TO PROPOSED CURB TRANSITION h TW=456.02 456.63 TC 456.94l BC=456.44 454.94 / wENDeKL 4659 PG 32US // �i qqc BW=452.10 456 TC=456.75 o N.T.S. � � BC=456.44 456.21 � BC=456.25 ` 454.78(M.E.) PARCEL(j04500-00-00-1 n46 13 cTC=455.36/TC 456., 55. 455.92 BC=454.86 0 GRADING PLAN NOTES: io BC=4556 2 TC=455.33 1. ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A VALVOLINE INSTANT OIL CHANGE REPRESENTATIVE. 456.23 TC=455.10 BC=454.83 / I\\\\3* BC=454.60 �TC 454.99 2. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY, AND STATE DEPARTMENT OF 56.64' v`> _ ^ I TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS. 6.69' � /2 \\ W=454.13 ? TC=455.02 � BC=454.49 ` 454.38 (M.E.) 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THE 5" A / I I I' I I I 454 4 TW=455.40 MA BC 454. S2 � 454.43 o CONTRACTOR SHALL CONTACT THE STATE ONE CALL SYSTEM AT LEAST THREE (3) WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS. & MULTI -TRUNK BW=454.43 ol' N RIVER BIRCH u� 2 TW=454.48 �LY / 4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 454.31 (M.E.) BW=454.45 / 455.12 0 t! TC=454.92 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. MULTI -TRUNK \\`\� TC=455.12 BC 454.42 TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION. 1 RIVER BIRCH r BC=454.62 454.33 454.92 TC=454.96 6. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB -OUTS, INCLUDING ROOF/FOOTING �\ \ MULTI -TRUNK BC=454.46 DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 4" OAK r \\ �/ J� RIVER BIRCH \\\��( L `2" HOLLY TC=455.31 (M.E.) BC=454.81 (M.E.) 7. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. �s 8 MANHOLE RIMS RAIAN OR STORM RED, TO PROPOSED FIN SHED ELEVATIONS L EA FILOUSH SHOWN. SET ALL EXISTING GRADE. MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALVE BOXES, , / /� J $ Bq 15"HOPPR LEV S S3S of F /FRoassPP Pua/ 9. UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED. Af 6" 4, B R/ c / 10. ALL EXISTING TOPOGRAPHICAL FEATURES SPOT ELEVATIONS, CONTOURS, INVERTS, ETC. CAN HAVE A TOLERANCE DIFFERENCE OF 6"+/- DEPENDING ON FIELD CONDITIONS AT i Ys \1\ SSS0, g/9S O2' //� \ THE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES. PARCEL B �)/11 J �1/ I I lV �RJ /l 11. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURING CONSTRUCTION TO THE N/F / AS kp5 u / / ORIGINAL CONDITION OR BETTER. FIRST GOLD LEAF LAND TRUST pTAP INVESTMENTS LLC ET 'AL 08, C NV BK 865. PG 165 BK 4659. PG / / / l w / 12. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. PARCEL#04500-00-00-111CO PARCEL#04500-00-00-11000 49546.9 SQ. FT. LINE BEARING DISTANCE Jo 13. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF f AC. L1 R N 30'32'19" E 18.56' n / / DISTURBANCE AND NOTES. 0 L3 R N 24-44' 19" E 15.37' 14. THE CONTRACTOR SHALL COMPACT FILL UNDER ALL PARKING, BUILDING, AND DRIVE AREAS AS DIRECTED BY THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. L4 M N 24'42'36" E 15.41' 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. TC=457.04 TC=457.72 TC=455.44 I 1 BC=456.54 BC=457.22 TC=457.93 I 454.94 BC=457.43 I 17. ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. TC=456.94 TC=456.94 TC=456.52 BC=454.94 BC=456.94 gC=456.44 BC=456.02 �1 TC=457.45 TC=457.67 18. SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE. (,0 1" I I TC=456.93 BC=456.95 BC=457.17 I TC=456.94 TC=456.87 BC=456.43 457 TC=457.64 19. VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS. ITC=455.36 I - BC=456.24 2 BC=456.14 BC=454.86 I ` BC=457.14 I _ 20. ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. I a I TC=455.3TC=456.68 457.64 457.I o 6 ° 14 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 I456.41 BC=454.86 BC=456.18 457.34 IN AN APPROVED ADA RAMP. 0 456.33 TC=455.36 I \ 456.68 457.14 I TC= TC=456.55 TC=456.68 TC=456.98 TC= BC454.86 456.91 TC=456.25 BC=456.05 BC=456.18 BC=456.48 BC=456.18 22. CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO Is BC=456.41 BC=456.25 m I o ° I CONSTRUCTION. TC=456.94 TC=455.10 456.78 s I 23. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BE ACCURATE. PRIOR TO ANY BC=454.60 S BC=456.44 {� TC=456.55 SW=456SW=457.04 � SW= 456.98 456.93 I I 456.44 CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND 1•� I \457.07 BC=456.05 .92 _ _ _ _ _ _ - - - - - I UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED. ADVISE VALVOLINE CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR I I TC=455.06 I 0 1 \ SW=457.04 456.85 456.78 I DISCREPANCIES. 456.21 0 456.12 455.92 BC=454.56 SW=457.04 Q I I FFE = 457.04' IL TC=456.93 456.94 01 456.70 ' BC=456.43 1 456.94 TC=456.94 TC=457.10 ENLARGED PLAN: SOUTH PARKING AREA L BC=456.44 BC=456.60 01113 1"=10' ENLARGED PLAN: NORTH PARKING AREA & TRASH ENCLOSURE 1" = 10' 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.esss�se.ss■ N N N N N y 0 0 0 0 0 0 0 c 0 N N E a U) J Q N 0 � W o N g U) > U) w z LLI w a- � w z ¢ z w z U z z 00 z ¢ w (L U) a w > � z r I.-W U)d U) J W z z d z z � L ? O 0 Y () N G Z qr- N W N z- aW = J U� J_ OLu Z Z Q= WU J i 0 Q W 0 Q 2020 CESO, INC ZACHARY DAVID Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title GRADING PLAN Drawing No. C4.0 bgg . ryt q� awl / FOUND 1/2"REBAR DY/ OAK L/NC LNC,4P :sue ss• //S•�44 0 '•, \1 > "f w J N/F PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 \'\ s S•'S ' NnRCEL#04500-00-00-111A0 ASp 7Y44 r/ $y, S' S TR i0 I+ + + + + + + +\ + + + + + + + . + + -, / � a /+ �+ + + + + +l + + +/+ + + + I / ++I+++++++++(+ + +. + + + + + 1 TOC=456.94' �� / r / 456 1, + + + + + + ,�Q• INV N 453.09' ��O \ + + + + + + \ �- INV S=453.03' / \ / / + + + + + + + + + + + cQ=� \ + + DRAINAGE AREA E1 + + + + t AREAE2+ + AREA = 0.230 AC / DRAINAGE '+ + + IMPERV=31% AREA = 0.327 AC + + + + C = 0.49 / + AK + + IMPERV = 0% + + / +` +\� + + + C=0.30 + +I+ + + + + ^ry ti� +X� + + + + \+ + + + + + / 1�IIsA/ji! ✓++ \ + + + + + + + + + + j+��/qsv� \ .�'cJ / .�O 20 0 20 40 GRAPHIC SCALE (IN FEET) N + \ + + + �� /+ + + FIRST GOLD LEAFAF LAND TRUE nh A /bb0 \ + + + + WENDELL W WOOD, TRUSTEE 4 ^� ll,/pQ � L7- � \+\ + + + _ o BK 4659. PG 32 j// dbb 1 ////� \� \ ?sqy� +� + + \+. PARCEL#04500-00-00-111( + + + NOLI +\ OF +\ + \11.+ + /p 2\ \i06L 2" HOLLY`+ '\ 1 + + n % \fir ,+6.64 s + +44 \ 3.69' 2 LY� N� + \\ MULTI-TRU \ I\\�VER BIRCH \ \\\".� " }H�On,{Y 1G - _ L FMVER BIRCH HOLLY \RIVER BIRCH \ \ 2" HOL / 4" OAKdo t S N 6S• 036 f e14, Sp 36•, 9.5 PARCEL B �r/ a1ll W 7 8 N/F1` N F FIRST GOLD LEAF LAND TRUST // \ PTAP INVESTMENTS LLC ET AL 08 'A1 th v BK 865. PG 165 ` BK 4659. PG 32 PARCEL#04500-00-00-1 11 CO PARCEL#04500-00-00-11000 49546.0 SQ. FT. e 1.14 AC. \ LINE BEARING DISTANCE L1 R N 30.32'19" E 18.56' 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' CAO 7PEQ LB% \ 4PPROVEO \ 2 / /i S/TEPLAN/ \ \ \ RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SQ. FT.) (ACRES) (C) r -fi -fi + + 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 C'E0 EXISTING DRAINAGE OVERLAND RUNOFF- (2 & 10-YR STORM) PROJECT: VALVOLINE INSTANT OIL CHANGE - CHARLOTI-ESVILLE. VA 10-Yr Drainage Total Area 2-Yr Rainfall Composite Runoff Runoff Description T� Rainfall Area (Acres) Intensity Runoff Coeff Q (2 Yr) Q (10 Yr) Intensity E1 Overland runoff to Gander Drive 0.23 5.00 5.04 6.54 0.49 0.57 0.74 E2 Overland runoff to existing BMP facilities 0.33 5.00 5.04 6.54 0.30 0.50 0.64 *Mininum Tc of 5.0 minutes ** i = B / (Tc + D)AE. B, D, E factors according to VDOT Drainage Manua! App 6C-2 LEGEND REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS DRAINAGE BOUNDARY /�► FLOW ARROW a 116160 m • . CPRI; 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.eeeelee.ee■ 0! C�! C�! C�! C�!� O O O O O N c O N N E a J rn Q N C � l~ O N u) > U) w z LLI w 0w z ¢ z W Er u z z 00 z ¢ w a uu)i a w > W z r I_ u1 d u1 J W Q Z z a z L L z O U Y c) N G Z qr- C:) CY) N W N z- aw = J U� J C0 OILL, Z <O � Q Z = wU J O� J 0 Z Q (D 2020 CESO, INC ZACHARY DAVID Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title EXISTING DRAINAGE Drawing No. C5.0 b5q . / 4 / / 4 • / h v 4' //h0 �� / 4 0 4 / J' 47A� W / \ 953 z V - 454 TOC=456.94' JQ' INV N=453.09' �- INV S=453.03' t TV0 / ACT/ �V OUN01%1"REB.4RGY/ C1 N/F PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 .RCEL#04500-00-00-111A0 / qSp i yq<T DRAINAGE AREA 3 AREA = 0.039 AC DRAINAGE AREA E2 t IMPERV =100% AREA = 0.032 AC 6 < C = 0.85 / IMPERV =10% / C=0.36/ / s4 A / bb0 �� \ \ DRAINAGE AREA 2 AREA = 0.148 AC } /\( l 7j\ ,b��\\ IMPERV=97°h \� 456 C = 0.85 441 6.692 h 5" A / I I I MULTI-TRU \ \\ \ 2 \VER BIRCH \\\\` \\w " HO Y1�S�� fMLTI-TRUNK BIRCH U QULTI-TRUNK `\ �- / 4" OAK RIVER BIRC�\\\�� \ 2" H \ c/ ` v l � I 6S SOS36 ••CF 6F \ Q I I I I� / 0361 S02 PARCEL B \ Na1ll N/F W f9s (R) y l % �� PTAP INVESTMENTS LLC ET AL. FIRST GOLD LEAF LAND TRUST 08" / BK 865. PG 165 ` BK 4659. PG 32 (4f) PARCEL#04500-00-00-1 11 CO PARCEL#04500-00-00-11000 49546.9 SQ. FT. e 1.14 AC. \ v LINE BEARING DISTANCE L1 R N 30'32'19" E 18.56' L2 M N 30'3540" E 18.55' L3(R N 24'44'19" E 15.37' L4 M N 24'42'36" E 15.41' CAO J10 4 c 3 DRAINAGE AREA 4 AREA = 0.042 AC IMPERV = 93% / C=0.85 STORM SEWER NOTES: LEGEND / IV 1. ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING EXISTING A GASKET, SO AS TO PROVIDE A WATERTIGHT SEAL. REFER TO EX. CONDITIONS AND DEMOLITION Q') PLAN SHEET FOR EXISTING LEGEND ITEMS 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. PROPOSED a v 3. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHRINKIING AND N / / NON -CORROSIVE GROUT. . . . . . . . . . DRAINAGE BOUNDARY 2 / zzy /4. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: 320 MAJOR CONTOUR / REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV) 3r-2� MINOR CONTOUR POLYVINYL CHLORIDE (PVC SDR 35) CESO HIGH DENSITY POLYETHYLENE PIPE (HOPE) STM STORM SEWER ■ * t • • 1 t * t t ■ / 5. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO UD 4" PERFORATED UNDER DRAIN INVERT OUT. COO CLEAN OUT N N N N N h o 6. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES. t- Cc Cc It p DOWNSPOUT CONNECTION m m 9 N o �O�P Cn 20 0 20 40 7. ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING 0 0 0 0 0 I �� M< RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 3" ABOVE FINISH GRADE. MANHOLE J CURB DROP INLET 8. ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00%MINIMUM SLOPE UNLESS OTHERWISE NOTED. GRAPHIC SCALE (IN FEET) DROP INLET 9. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. FLOW ARROW / 10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 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 i PARCEL#04500-00-00-1110 \ \ 4PPR OVEO /i S/TEPLAN/ \ LAND COVER & RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER C AREA (SQ. 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* 0 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 VDOTES W/ CLASS 450.71 (15" RCP) NE Al RIPRAP(EC-1) DROP INLET 451.90 (6" PVC) NW 2 VDOT DI-1 454.41 451.29 (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 .04 444747.04 (4" PVC) SE 6 (SEE PLUMBING SHEETS 456.95 (4" PVC) S P-1 & P-3) SUMP PUMP MANHOLE .04 (4" PVC) NW 444747.3 7 (SEE PLUMBING SHEETS 456.91 (4" PVC) NE P-1 & P-3) STORM WATER COMPLIANCE THIS DEVELOPEMNT MEETS STORMWATER REQUIREMENTS FOR QUALITY AND QUANTITY THROUGH APPROVED WPO 201300002 BIOFILTER AND VSMP AMENDMENT #1 TO WPO 200600050. APPROVED ADDITIONAL IMPERVIOUS COVER: 18,825 SF PROPOSED ADDITIONAL IMPERVIOUS COVER: (21,039 PROP - 3,098 EXIST)=17,941 SF MS-19 ANALYSIS PERFORMED AT DOWNSTREAM OUTFALLS TO ENSURE NO NEGATIVE IMPACTS FROM LAND DISTURBING ACTIVITIES AND THAT FACILITIES ARE ADEQUATE FOR PROPOSED DISCHARGES. (REFER TO WPO PLAN FOR EROSION AND SEDIMENT CONTROL SHEETS) CESOkO 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 PreRunoff Post Runoff Pre Runoff Description T, Intensity Rainfall Area (Acres) Runoff Coeff Q (2 yr) Q (2 Yr) Q (10 Yr) Q (10 Yr) i (in/hr) Intensity El Overland runoff to Gander Drive 0.10 5.00 5.10 6.54 0.85 0.42 0.57 0.54 0.74 E2 Overland runoff to existing BMP facilities 0.03 5.00 5.10 6.54 0.36 0.06 0.50 0.08 0.64 *Mininum Tc of 5.0 minutes ** i = B / (Tc + D)AE. 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 C AREA (SQ. FT.) (ACRES) (C)(C) + + + + + GLENELG LOAM HYDROLOGIC SOIL GROUP B LAWNS 0 0.000 IMPERVIOUS AREA PAVED AND ROOF AREAS 1,692 0.039 3 TOTAL AREA 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 TOTAL AREA 1,856 0.042 COMPOSITE C 0.85* + + + + + GLENELG LOAM LAWNS 1,407 0.032 + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 7,263 0.167 5 TOTAL AREA 8,670 0.199 COMPOSITE C 0.85* CESO** PROPOSED STORM SEWER TO BMP - PROPOSED SITE PROJECT: VALVOLINE INSTANT OIL CHANGE - DEVELOPMENT (1D-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." 6.40 1.31 1.31 3 2 1 0.04 1 0.85 0.03 0.24 1 5.81 6.29 1.50 1.50 2 1 1 1 0.15 1 0.85 0.13 0.36 1 5.98 6.24 2.27 1 2.27 *Mininum Tic of 5.0 minutes ** i = B /(Tc+ D)AE. B, D, E factors according to VDOT Drainage Manual App 6C-2 *C = 0.85 FOR COMMERCIAL DEVELOPMENTS, PER VDOT DRAINAGE MANUAL a $1 .com CPRI; 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 E a J U) Q N C l~ O N U) > of U) w z Of W a- � w o ¢ o w z Lu U)z U z 00 z ¢ w a U) a w > LU z LU I_ Lu on Q_ r J w z z a z r L LL z O in Itc') N G Z qr- O N W N z� aW = J U� _J 0LU Z O7 Q Z = WU J i Q >W 0 /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 E141] 455 450 445 1I x W -0+25 d 1 11 1 +00 STORM SEWER PROFILE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. 2+00 465 K.1 455 ,O 445 wa 2+50 CESO 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- ACCUM- ACRES C IN./HR. C.F.S. C.F.S. FT. FT./FT. IN. C.F.S F.P.S. MENTAL ULATED UTES END END MENTAL ULATED (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) 5 4 0.199 0.85 0.17 0.17 5.00 6.54 1.11 1.11 452.38 452.00 77.1 0.0050 15 4.57 2.94 0.44 5.44 4 3 0.042 0.85 0.04 0.20 5.44 6.40 1.31 1.31 451.90 451.55 68.8 0.0050 15 4.57 3.08 0.37 5.81 3 2 0.039 0.85 0.03 0.24 5.81 6.29 1.50 1.50 451.45 451.29 33.0 0.0050 15 4.57 3.24 0.17 5.98 2 1 0.148 0.85 0.13 0.36 5.98 6.24 2.27 2.27 451.19 450.71 47.5 0.0100 15 6.46 3.64 0.22 6.20 a?ZNv.com ° C PRI; FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO rrr.e���1�e.s�■ 0 0 0 0 0 N N N N N � of co co ri �i 0 0 0 0 0 m U) rn z 3 a 0 F- W W � w z rn J Lu a W w w J W Q z F � z 0 N z r C) N N W U> Z aw r J UJ J C0 O � Z ry Q 1]z = wU Z_ Lu J > J a� >w 0 z Q (D 2020 CESO, INC ZACHARY DAVID Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title STORM SEWER PROFILE Drawing No. C5.2 2016 ROAD & BRIDGE STANDARDS DI-1 I/2 SECTION CAST IRON �� %2 SECTION STEEL NOTES 2'-7" LUGS TO BE CAST WITH 1'-31/" L 2%2.. x 21/2' x I/°" 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10'USE DI-1A B BSTANDARD A A 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF CASTNE WELDED THE OUTFALL PIPE TO THE TOP OF THE IRONOINT qLBSCONNECTORS STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING OPTIONAL 66 ± ELD ALLPURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS SHALL BE DETERMINED BY THE 3 LBS O COLLAR CONTRACTOR FROM FIELD CONDITIONS. WHEN SPECIFIED ON THE PLANS THE LUGS CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE i WITH STANDARD IS-1. THE COST OF T TINCLUDING3. FURNISHING AND PLACING ALL MATERIALS 9�" 2'-7" gl/" INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2" 1/2"x 1%2" x 4"J I I/2" x a., STRUCTURE. PLAN LUGS [lll- 12"STUD SHEAR CONNECTORS 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE (GRATE REMOVED) l BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A • CEMENT CMORTARTURE HOL BE ED WITHOF PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING w COLLAR DETAIL I �� MIN RAISED AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED L€TTERING IN THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS 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 ICLOTH 2'-7" I I PLACED IN ALL AREAS ADJACENT _ _I 4" DEPTH � f168, a76 OR TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS ww ww Q'e _ a8 z fill `NIDTHHEMEM A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD T-DI-3, 4 FOR a s a s o ° f 3" DIAMETER ALTERNATE DESIGN. iv oo H D . COLLAR WEEP HOLE i�I SEE NOTE 8 _ m B. 3" DIAMETER WEEP HOLE WITH S" x z z z z PLASTIC HARDWARE CLOTH I/�' MESH H g gg 12" iv GALVANIZED STEEL WIRE MINIMUM WIRE DIAMETER 0.03N, NUMBER 4 MESH 12"-15"-18" OR 24" HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. D' Q n p T 9. CAST IN PLACE CONCRETE IS BE CLASS (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 1'/2' SECTION A -A P'I_I� �I_IT EIS 2-1 110. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER SEE DETAIL B CONCRETE QUANTITIES FOR MIN. DEPTH ���TTi��i��� 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 muumuu mumm APPROXIMATE WEIGHT p/2' 3'2' 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 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE SECTION C-C SECTION D-D N OF VARYES. BYLOCATMANUFAC URER.TTERING MAY ADDITIONAL CU. YD. GRATE DETAIL �V[>OT 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 �A �5" CSCA-ta FAG \\\\\\\\\\\� ��1�1�1�1�1� FACE OF CURBS I FLOW CRACK CONTROL JOIN I 3,_O„ 2'-0" 8" 2'-2" 8" L;♦ G 6' MIN. 3'-6" 6' MIN. 101MAX. PLAN VIEW 10'MAx. A GALV. 8'-8" GALV. MC6 BARS A-1 0 10" C-C BARS B a toll C-C BARS C a 8" C-C BARS A a 10" C-C SECTION B-B �� X2'/2' - �E X12 3'-2" Dw D WELDED JOINTS TYPICAL 1 9 2' L31-E COLLAR V-4" 9 2'_0-' - I BARS A-11 r GALV2'"X21/2"X'/K.SLOPE OF APPROACH of io SURFACE GALV. MC6X12 3� w a _ ' 1 _2„ GALVANIZED MC 6 X 12 I".2 al , WARPED SECTION D-D , BARS E SURFACE a fill C-C WELD I I GALORE3" DIAMETER a 8 C 1 MCBX12 'HELD ALL WEEP HOLE X 4„ SEE NOTE 8 /2 STUD SHEAR SECTION C-C CONNECTOR TO COLLAR. FRONT ELEVATION DECREASE TO 1" 1 WHEN INLET IS USED SECTION E-E DI-2A DI-2B WITH MEDIANS. WARPED GUTTER BARS A-1 APPROACH GUTTER a 7„ `� �T, I 6 (1J77 OW^- �a WEEPHOLE 5„ X I/ L 21/2'X21 X1/4" FN o BARS A_1 r SEE NOTE 8 BENT PLATES `� SLOPEGIL OFVIWIZLiW ac w BARS A W z x� BARS - - a 0" C-C 1O SRFACEH FOR USE ON GRADES a w BARS B a'I I "%4° T w 10 C-C I / S UD s BARS C c /�' Ii�iEAR CONN. DI-2C j" Lam'{ BARS F fill C-C o WELDED ' C ANGL IRON a 2' C- I I WARPED - - J I TYPE A SURFACE TYPE B r STEPS NOSE DETAILS I • FLOW I FLOW .. SEE NOTE 5 TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. _ _ I 3'-7" TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. OFBB°30'PNDST0BEANCHORED WITH GALVANIZED PLATE FOR TYPE A TO BE ON ANANGLE FOR USE IN SAGS SECTION A -A SHEAR CONNECTORS WELDED TO BENT PLATE XSTUD T C-C. BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-1. �� STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 24" PIPE( MAXIMUM DEPTH (H) - 9' 233 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS T-DI-1 STANDARD DI-1 FRAME & GRATE ®4 BARS a 4" C-C TOP •4 DIAGONAL BAR"11111111M III4 CORNERSlllTYPICAL �� 4'-10" DIAMETER DI-1, 1A PC 2016 ROAD & BRIDGE STANDARDS ALTERNATE TOP rl]- _-rQ X 100�000�00000�� 110���00�0�0000� I I IN a l i i 00�00000�0000� j jX I rp r rl 4'-10" E 3• i RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORR. METAL 12" 2'-6" T-5" 15" 2 -9 4" 2'-8" 18" T-0 2' T-11" 24" T-7" :fII•� • 4. 8" DOWELS GROUT 1, l' NOTES: f 1. SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2• CONCRETE TO BE 4000 PSI MINIMUM. 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. �V[)OT 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 L TYPE CONCRETE BARS A BARS A-1 BARS B BARS B-1 BARS C BARS E BARS F WEIGHT Cu. Yds. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft. 11E 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" - 5 2'-0" - - - 1'-6" 55 4' 1.95 4 3'-2" 5 5'-0" 4 3'-6ll 3 4'-3" to 4'-6" 5 2'-0" 3 2'-0" 3 1'-fill 84 6' 2.23 4 3'-2" 5 7'-0" 4 31_61. 7 4'-3" to 4'-6" 5 2'-0" 3 4'-0" 3 T-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-2B 10, 2.79 4 T-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 3'-2" 5 IT-O" 4 3'-6" 19 4'-3" to 4'-6" 5 2'-0" 3 10'-01, 3 1'-fill 224 14' 3.34 4 3'-2" 5 15'-0" 4 3'-fill 23 4'-3" to 4'-6" 5 2'-0" 3 12'-0" 3 1'-fill 259 16, 3.61 4 3'-2" 5 17'-0" 4 3'-6" 27 4'-3" to 4'-6" 5 2'-0" 3 14'-0" 3 V-6" 294 18 3.69 4 3'-2" 5 19'-0" 4 3'-fill 31 4'-3" to 4'-6" 2'-0" 3 16'-0" 3 1'-fill 329 20' 4.17 4 T-2" 5 21'-0" 4 T-6" 35 4'-3" to 4'-6" 2'-0" 3 18'-0" 3 1'-fill 364 6' 2.24 4 3'-2" 5 T-O" 4 T-6" 6 4'-3" to 4'-6" 5 2'-0" 6 2'-1" 6 V-6" 115 a, 2.55 4 3'-2„ 5 9'-0.. 4 T-6" 10 4'-3" to 4'-6" 5 2'-0" 6 3'-1" 6 V-6" 150 10, 2.82 4 T-2" 5 11'-0" 4 3'-6" 14 4'-3" to 4'-6" 5 2'-0" 6 4'-1" 6 1'-6" 185 DI-2C 12' 3.09 4 3'-2" 5 13'-0" 4 3'-6" 18 4'-3" to 4'-6" 5 2'-0" 6 5'-1" 6 '- " 220 14' 3.37 4 3'-2" 5 15'-0" 4 T-6" 22 4'-3" to 4'-6" 5 2'-0" 6 6'-," 6 V-6" 255 16, 3.65 4 3'-2" 5 17'-0" 4 3'-6" 26 4'-3" to 4'-8" 5 2'-0" 6 7'-1" 6 1'-6ll 290 18, 3.93 4 3'-2" 5 19'-0.. 4 3`6" 30 4'-3" to 4'-6" 5 2'-0" 6 8'-T.1 6 1'-fill 325 20' 4.20 4 T-2' 5 21'-0" 4 3'-6" 34 4'-3" to 4'-fill 5 2'-0" 6 9'-1" 6 1'-8" 360 NOTE 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEELSHALLHAVE A 21. MINIMUM HEIGHT = PIPE CIA. +2'-6" WHEN PIPES MINIMUM COVER OF 2". ARE LOCATED UNDER EXTENDED SLOT OF INLET. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 22. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING FROM THE INVERT OF THE OUTFALL PIPE TO THE ALL OPENINGS BY 2". IS REQUIRED ON ALL DI-2 GRATES. LOCATION OF TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO BE BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. %2 " MIN RAISED WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE LETTERING 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. IS-1. THE COST OF FURNISHING AND PLACING ALL 49 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. I 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" WITH CEMENT MORTAR TO PREVENT STANDING OR OF WATER IN THE STRUCTURE. THE COST 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE SEE I DETAIL A OF FURNISHING AND PLACING ALL MATERIALS OF FUG 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 11/2 STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT OR GREATER. FOR DETAILS SEE STANDARD ST-1. DISPLACED BY PIPES MUST BE DEDUCTED TO - 5. OBTAIN TRU QUANTITIES, FOR INLETS OF THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 CUBIC YARDS OF CONCRETE FOR EACH FOOT. 1„ 6. * 4 X 8" SMOOTH DOWELS AT APPROXIMATELY SEE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET M...�.. DETAIL A 7. TO ABUTTING CONCRETE TO PREVENT t OF 2 IS TO BE L 16" AT 4.10 LBS./FT. SETTLEMENT. G GRATE 18. *DENOTES LENGTH OF ONE (1) BAR. 3" DIAMETER WEEP HOLE TO BE LOCATED TO 150 ± 7 LEIS CAST IRON iv 8. DRAIN SUBBASE MATERIAL. WEEP HOL WITH 19. ALL REINFORCING BARS TO BE *5. 9i rriwT 12"X12" PLASTIC HARDWARE CLOTH I °" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT DIAMETER 0.03", NUMBER 4 MESH HARDWARE WATER TOWARD THE INLET THROAT. SECTION F-F CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. SPECIFICATION XVDOT REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 12" - 24" PIPE: MAXIMUM DEPTH (H)-9' 233 REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.04 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS �9 SHAPE TO CONTOUR OF PIPE i i TRANSITION BETWEEN ° PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. n �j 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. SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS ° DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLET�Er ° °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 RID�TANDARDS STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHEET 1 OF , REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION MC 6) GALV. #4 8" 04 to.. 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 & GRATE 11 L1 \1. 2,_2„ - J �L 21/2" X 21/2" X I/i' GALV. RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE "H" DIMENSION (CONCRETE PIPE) 12" 4'-B" 18" 5'-21/2' 21" 5'-5)14" 24" 5'-9" /�27" 6'-01' 30" 6'-6% " 33" 6'-93'i' 36" 42" 7'-7%2' 48" 8'-2" T-DI-2 - DOWEL THROAT SECTION TO CHAMBER IF CAST SEPERATELY LENGTH "L„ OR PROVIDE ALTERNATE VDOT SLOT L VARIES ENGTH MAX. APPROVED METHOD OF INTERLOCK. 20'-0NOTES L�A B 1. SEE GENERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. PLAN 2. CONCRETE TO BE 4000 PSIMINIMUM. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM-615. 4. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 5. FOR DETAILS OF FRAME AND GRATE SEE STANDARD DI-2A, B, C. * 6. VERTICAL REINFORCING BARS TO BE CONTINUOUS THROUGH JOINT. 7. STANDARD ST-1 STEPS NOT REQUIRED IN THIS TOP UNIT. 2„ L 21/2" x 21/2' x 1/4" GALV.� . L 21/2" x 21/9" x VA" CALV. ,,, ..,� .,, , I I STANDARD RISER I I UNIT p _ , APPROACH GUTTER e n is INDICATES AREA OF CONCRETE TO BE POURED IN PLACE �+ HOLES PROVIDED FOR 04 X 8" DOWELS ... y SECTION A -A SECTION B-B (CG-6 CURB AND GUTTER) ECIFICATION EFERENCE 105 STANDARD PRECAST TOP UNITS 233 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS I GUTTER _ a 2„ z _ T ry INDICATES AREA ? x OF CONCRETE TO iv N BE POURED IN PLACE - HOLES PROVIDED FOR #4 X 8" DOWELS ° 8" 8" B" 2'-0" ALTERNATE SECTION B-B (FOR USE WITH CG-7 CURB AND GUTTER) XV ROAD AND RID�STANDARDS REVISION DATE SHEET 1 OF 1 103.04 CESO rrr.e�����e.s�■ O O O O O N � (6 CO O N 0 0 0 0 0 0 N E a J Q Cc W 0 N U) > DO m M) 3 U) W z W N O� Z Z J J H- 0 0 U) a a W > J Q W LU a ~ a z U) Z Z DOZ Q W M D_ U) o > � Z F- ~ � U) CL U) J w Q Z z a z LL (L Z O LO V M N O z r m N N LLI 0 > Z Q W = I UJ J U) OIll- LLJ Z H a Z = wU Z W J i O 0 / W Z V 2020 CESO, INC A � a1,TH ZACHARY DAVID FRESH_ �. Noaa4 6 S 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 X1 _ _ X W CONCRETE TO BE — _ JJJ 4000 PSI MINIMUM PLAN E7�91[UCf:Q:� END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 2'-0" 4'-0" 2'-0" 15" 6„ 2'-3" 1'-9" 4'-0" 2'-6" 18" 9„ 2'-3" T_9„ 4'-0" 3'-0" 21" 91 " 2'-11" 2'-l" 5'-0" 3'-6" 24" 91 ' 3'-7" 2'-6" 6.4, 4'-0" 27" 10 4'-0" 2'-l" 6'-1" 4'-6" 30" 1'-0.. 4'-6" l'-7 6`11 5'-0" 33" T-1'' 4'-101 ' 2'-31 ' 7'-1 5'-6" 36" 1'-3" 5'-3" 2'-10 8'-1 6,-0" 42 T-9.. 5'-3" 2'-11" 8'-2" 6'-6" 48" 2'-0" 1 6'-0" 1 2'-2" 8'-2" 7'-0" 54„ 1 2,_3„ 1 5,_5„ 1 2,_91 „ 8,_21 „ 71_611 60" 1 2'-11" 1 5'-0" 1 3'-3" 8'-3" 8'-0" ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION r — - — - CONCRETE TO BE LLL _ .w 4000 PSI MINIMUM PLAN _ END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER&2'-0"6._0.. B C D E 12" 2'-0" 4'-l" 6'-l" 2'-0" 15" 2'_3" 3'-10" 6'-l" 2'-6" 18" 2'-3" 3'-10" 6'-l" 3'-0.. 21" 2'-11" 3'-2" 6'-1" 3'-6" 24" 3'-7" 2'-8" 6'-3" 4'-0" 27" 4'-0" 2'-1 " 6'-11" T-6" 30" 4'-6" 1'-7 " 6'-1 „ 5'-0" 33" 4'-101 " 3'-3 „ WJ " 5'-6" 36" 5'-3„ 2'-1 „ 6,-1 •, 8'-Q" 42" S. 2'-11" 8'-2" 6'-6" 48" 6'-0"2,_7'8'-2" 7'-0" 54" 5'-5" 2'-11" 8'-4" 7'-6" 60" 5'-0" 3'-3" 8'-3" 1 8'-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 2016 ROAD & BRIDGE STANDARDS DETAIL 1 SECTION A -A SECTION B-B TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" (INCHES) CLASS Al CLASS Al DRY RIPRAP 8 fps 18 CLASS I CLASS I DRY RIPRAP 14 fps 24 CLASS I CLASS I DRY RIPRAP 19 fps 36 DETAIL 2 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 CUSS Al J. AND I MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, 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 `04 CULVERT OUTLET PROTECTION - 204 ROAD AND BRIDGE STANDARDS 245 REVISION DATE SHEET 1 OF 1 245 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 414 113.01 2016 ROAD & BRIDGE STANDARDS CESO WWW.Ogsopoe.so■ O O O O O O O O O O c N N E )J Q N c H W 0 N CC CC U) > N K U) W_ 0 5; W N � J J H- D_ D_ W a a W > J Q W a ~ a z LU Z U) Z m Z Q J d W J D_ U) o > F- Z F- ~ a U LL U) J w z a z a Z ~ LL LL Z O M) M N O Z r TC:)T V! N N LIJ CD > Z Q L1 r J UJ J U) O LLJ Z U)a z= Lu U Z L1 Ii Q Q ry > L1 0 Z Q CD 2020 CESO, INC ZACHARY DAVID FRESH_ �. Nma4 6 S Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title DRAINAGE DETAILS Drawing No. C5.4 i Off' Ch 4? O Q / J kI 4) CENTRAL TEZE. CO ESMT ati~ OB3919 ['U PGS699 �y Lys TOC=456.94' ,�Q' INV N=453.09' �- INV 5=453.03' h FOUND 112"REB,4RW1 Z/NCOZNCAP TOC=456.95 INV=441.75' FOUND 112"REBARW1 ZINOOZN04P VIRGIN14 EZEC SPW,ERESMT OB3925 / PGS52 P.O.B. /1 P.O.C. 'Isp pRry�F LEASE yq<T 0 TBM#1 FOUND 1/2"REB,4RW1 / SICIV L 1 RM NN 30'32 19 E 18.56 OB A859 \ L2 30'35'" E 18.55' PGS32 / L3 R N 24'44'1919" E 15.37' \ L4 M N 24'42'36" E 15.41' 0Rq�Ae<F Fe I�gGF W/�T 340 4111 O CODED NOTES: 1. ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION AND TRANSFORMER LOCATION. T MECHANICAL EQUIPMENT CANNOT BE VISIBLE FROM HIGHWAY CORRIDOR. 1 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 1" IRRIGATION SERVICE LINE AND I" 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. P.O.B. LEASE N/F PLANTERS BANK & TRUST COMPANY OF VIRGINIA /BK 4659. PG 32 PARCEL#04500-00-00-111A0 465 460 455 450 445 w -0+25 FOUND 1/2"REB,4RW1 ZINCOZN04P U,4R149ZEW10TH4002 EASEMENT 1093577PG 651 N/F FIRST GOLD LEAF LAND TRUST WENDELL W WOOD, TRUSTEE BK 4659. PG 32 PARCEL#04500-00-00-11100 SERU/CEAUTHORZTYESMT STA. 0+17.03 s" c0 S3 STA. 0+02.00 RIM = 456.42 6" INV.: 451.17 (N) STA. 0+95.42 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) PR P ED EXISTING GRADE 13.1'-6" SAN @ 2.08% I 17.9'-6" SAN 60.5'-6" SAN @ 2.08% EXIST/NGSEHE LATERAL. CONTRACTOR TO X li w� vv X w� O D vv li X Lum 1 vv li X li Lu M M Cl! vv X [i w� vv 11001 SANITARY SERVICE PROFILE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. 1 +00 ❑X UTILITY CROSSING SCHEDULE NO. UTILITY ELEVATIONS DIFF. A 15" STM BIPIPE = 451.03 11.91 EX. 12" SAN TIPIPE = 439.12 B 6" DS BIPIPE = 452.31 0.90 6" SAN T/PIPE = 451.41 C 15"STM BIPIPE = 451.37 1.50 1.5" WTR TIPIPE = 449.87 D GAS BIPIPE = 453.20 1.50 6" SAN TIPIPE = 451.70 E EX. GAS UNKNOWN 15" STM T/PIPE = 452.11 F CONTRACTOR TO MAINTAIN 18" VERTICAL CLEARANCE BETWEEN TELE 8 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 W1 WATER METER 0 ELECTRIC TRANSFORMER Si 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 C110 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 35. 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 STA. 0+0.00 - PROPOSED FIRE HYDRANT 455 455 450 450 445 445 wa 1+25 L3. 22.5' LF - 6" WTR EXIST. 8" I. WATER MAIN CONTRAC OR TO VERIFY L ATI NAND DEPTH X w� � Of v li X w t 0 Cl! v v li Cl! v 460 STA. 0+22.48 PROPOSED 6" TAP AND GATE VALVE. SEE CODED NOTE 7. !, W11 445 w a -0+15 0+00 0+35 WATERLINE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT CESO WWW.eeeelne.ee■ N N N N N N O N y 0 0 0 0 0 0 0 C 0 N N E J U) Q Cc � W o N g U) > U) w 0 W N � w � � w z ¢ z w z Lu U)i z z 00 z ¢ w a U) a w > W z r I_ it rn a U) J w z z a z m � L Z O Y () N G Z qr- O N N LLJ cD > z aw = J UJ J CO O� Z � �O ry Q Z = Lu U Z Lu J i O (Y J a� Q rQ V 2020 CESO, INC ZACHARY DAVID Project No. 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title Dig With QQQ FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA UTILITY PLAN ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. Drawing No. C6.0 T' COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER rxl', NOTE NO SWEATED FITTINGS DUAL SERVICE 1" TYPE "K" SOFT COPPER SINGLE SERVICE NOTE: t) SADDLES SHALL BE USED ON PVC PIPE, 36' MIN. I/8 BEND COUPLING A A ps- FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. TEE 1 01" COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 101 FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID GRADE METER BOX -- —CORPORATION STOP .r.. .y �efF�,'q.; _ •;y+,S?;:v� BRICK NECESSARY ARY SAND OR DUST UNDER 00X AND SEffER (2—INCH •, +i-"y ,:,,, �, �:dp!.. • "".. AN ;`^,,.-{:1. ; • 4" DRAIN PIPE, 3 LONGG STONE STONE POCKET, TGREG '>ki.,-� MINIMUM THICKNESS) 7d.yA a SPEC. 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" �c 1" METERS) SYMM. E PAVEMENT W-4/3 D + 18" 6" X'-X" MIN. DEPTH OF COVER 3" IN EARTH NTS FIG. W-6A TD-10 FINISHED GRADE LOAM COMPACTED APPROVED BACKFILL (95% COMPACTION) DETECTOR TAPE COMPACTED SAND BACKFILL 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 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID V 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. DID 6" MIN. V-0" MIN. 6" IN ROC O.D. V-0" NTS IN EARTH 4" TOPSOIL APPROVED COMPACTED BACKFILL (95 DENSITY) % MAX DRY COMPACTION PER ASTM D1557 IN 8" LIFTS, F 06Of WWLL O J F - ELI Of of 9 0 0 ZN 0 9 < 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 TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 SUPPORT SYSTEM AS REQUIRED SUITABLE BACK FILL TYPE GW, GP, SW, SP PER UNIFIED SOIL CLASSIFICATION SYSTEM OR AS APPROVED BY SITE ENGINEER COMPACTED TO95%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 IN PAVEMENT SEE DETAIL FOR PAVEMENT SECTION TRENCH WIDTH: P-6" (GAS) V-0" ELECT., TELE. AND CAN. T-0" WHEN ELEC., CAN, & TEL. ARE GROUPED IN TRENCH METAL STRIPS BURIED 12" ABOVE P.E. PIPE EVERY F & 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 WATER 2500 P.S.I. CONCRETE THRUST BLOCK PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 'ol AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE G 4 a. a ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES— VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN TH2' TO 10' (270') 18 7 CU. FT. rVALVE BOX #sB STONE-1 1 6" GATE " • VALVE 18„ X 6„ •. �, ; TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION RESTRAINED JOINT FITTINGS 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 CESO I rrr.e�����e.s�■ N N N N N N '7 CO O N y O O O O O c N N E )J Q N W o N g U) > W D 3 U) w 0 > z w N O� w W z ¢ z W a ¢ z yu co z Z m Z a w a U)) CL w > Lu z r H_ W uj U) CL U) J w z z a z m � LL Z O Y c) N Z O N N w > z aw = J UJ J U) OLu z0 ELECTRICAL CONTRACTOR Q J LIMITED ACCESS MANHOLE - WI CAST IRON COVER. TO CONNECTOR CADWELD 4" X 6" GASKETED HAND HOLE ,~^ �v y J TWO STAINLESS STEEL FLUSH -MOUNT BOLTS, CAST COVER WI GROUND WIRE TO POLE BASE v Q Z GALVANIZED STEEL SKIRT. BUNA-N GASKET. CYLINDRICAL FORMED CONCRETE BASE 2'-0" _ _ STEEL PLATE CLEANOUT PLUG MEETS H-20 LOAD RATING. 1" x 45" CHAMFER DIAMETER PAINTED SAFETY YELLOW.LJJ 0 COVER CONCRETE COLLAR z GRADE I~ 12" PAVEMENT L)..l 0 4-40"X1"fdANCHORBOLTS J > �_ _ E ° FINISH GRADEILL N Q 10"PIPE WI ° ° - - p - #3 REINFORCING TIES 12" ON CENTER > 0 BELL (TYPICAL FOR THREE) J N #5 BARE GROUND WIRE Q z z CADWELD CONNECTION (BOTH ENDS) > Ill o z 3/4" X 10' COPPER WELD GROUND ROD 0 _'V� ALTERNATE o w (LIGHTNING PROTECTION) ZQ DO CONDITION a Q UNPAVED AREA SECTION RISER SHALL BE 6" DIA. z O PVC - SCHEDULE 40 CONDUIT Ur (WHEN THE MAIN RUN IS LESS N (PROVIDE SCHEDULE 80 UNDER THAN V DIA. THE RISER SHALL o 0 3" COVER HEAVY TRAFFIC AREAS) MATCH THE MAIN PIPE SIZE) co ©2020 CESO, INC GALVANIZED STEEL TO PVC 45' BEND CONDUIT CONNECTOR LTHOFT, INVERT - SEE PIPING MAIN RUN - SIZE PER PLOT OR GALVANIZED CONDUIT 90°ANGLE 0 Tr�G PLAN PIPING PLAN 0 6' LONG PIPE — —I ZACHARY DAVID 4 -#8 STEEL VERTICAL REINFORCING BARS FRESH PLUG Z-T DIA. L . N 4 6 CONCRETE A BASE WYE WYE S`�jONAL TYPICAL LIGHTING POLE BASE 9/21/2020 NTS Project No. 75j7280 PIPE CLEANOUT scale NITS Drawn 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 LI I L-I I L=1I L=1I LI I L-I I L=1I L=1I I=11I 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 NTS NTS NOTE: 1. ALL PAVEMENT WORK SHALL COMPLY WITH SOILS INVESTIGATION/RECOMMENDATIONS PREPARED FOR THIS PROJECT. 2. ALL MATERIALS SHALL BE PROVIDED & ALL WORK BE PERFORMED PER STATE DEPARTMENT OF TRANSPORTATION STANDARDS. EXPANSION JOINTS 20'-0" 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( TYR) A A > N z w3 > N d 1/2' EXPANSION JOINT LAWN OR PLANTING IF SHOWN ON SITE PLAN 6'-0" 1/2" EXPANSION JOINT (� CURB OR GUTTER LINE Iil4' R=1/a" �i 1" PLAN VIEW 4" CONCRETE (4,000 PSI) TROWELLED OR SAWN JOINT 6' x 6" W1.2xW1.2 WWF 4 �f EXPANSION JOINT WITH SEALANT u - -L . I 4' 4" MINIMUM COMPACTED GRAVEL BASE COMPACTED SUBGRADE TO 95% SECTION A=A MAXIMUM DRY DENSITY PER SEALANT ASTM D1557 WOOD OR NOTE: FIBER MOUNT 1. ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE EXPANSION JOINT CONCRETE SIDEWALK DETAIL NTS 30" LONG #6 REINFORCING BAR T-0" 18" DIAMETER CONCRETE FOOTING ,I 1'-0" LINO 6" GALVANIZED STEEL PIPE FILLED W/ CONC. - SMOOTH TROWEL CROWN TOP 6" GALVANIZED STEEL PIPE PAINTED PER PAINT SCHEDULE CROWN FOOTING - 3:1 SLOPE " X 14" REBAR ANCHORS THROUGH PIPE BOTH WAYS 24" DIA. CONCRETE PIER. ' '' X 14" REBAR ANCHORS THROUGH PIPE BOTH WAYS n$ 1" STL. BOTTOM BOLLARD DETAIL NTS PER PLAN TOP OF CURB 8" GUTTER LINE 2. J BOTTOM OF CURB CURB TAPER NTS q.9" LEGEND: TWO 7'-8" LONG 0 14" IS THE NORMAL SETBACK DISTANCE FROM A PAVEMENT #4 REINFORCING BARS EDGE. 10. © IN A REMOVED AND RESET OPERATION, THE BLOCK WOULD GO ON NEW OR RESURFACED PAVEMENT. HOWEVER, IT MAY BE 5" NECESSARY PLAN ON SOME PROJECTS TO PLACE NEW BLOCKS ON EXISTING PAVEMENT. 718" DIA. HOLES FOR #6 REINFORCING BAR (ANCHOR PIN) 14" 10' MIN. 45" BOTH SIDES 3' #4 REINFORCING BARS (TYP.) (2) U-SHAPED BIKE RACKS �6' TWO T-6" LONG RESURFACING © 2• EXISTING PAVEMENT i. #4 REINFORCING BARS �^ U-SHAPED BIKE RACK DETAIL NTS 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 r_ 12" PARKING A TROWELED JOINT CONCRETE SIDEWALK 1I8' PER FOOT f 7� r X X v 6 x 6 x W1.2 x W1.2 WWM SUBBASE . _. iIIIII IIIII III- : I911_II I_II II -III 'ITI-_II II -ITI=III=III=ITI-I I I1=1 T I - SUBBASE ---__------- -TI-ITI-ITI-ITI-IT,/II-III-III-III-III-III-IIF COMPACTED SUBGRADE #3 REBARS CONCRETE CURB NOTE: 1. ALL CONCRETE CURBS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS 2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING INTEGRAL CURB & SIDEWALK DETAIL NTS SIGN A GALVANIZED NUTS & BOLTS TYP. SIGN B SIGN C METAL SIGN POST 4" STEEL PIPE BOLLARD FILLED WITH NON SHRINK GROUT (WHEN IN FRONT OF PARKING SPACE) PAINTED TRAFFIC YELLOW SLOPE CONCRETE AWAY FROM POST SIDEWALK FINISHED GRADE 12" DIA. CONCRETE FOOTING COMPACTED SUBSOIL 12" VIOLATORS SUBJECT TO FINE AND TOWING PENALTY $100-500 TOW -AWAY ZONE C 12" VAN ACCESSIBLE HANDICAPPED PARKING SIGNAGE DETAIL NTS 6' TOPSOIL PAVEMENT SEALER r. 6i, BITUMINOUS CONCRETE WEARING COURSE ?\<� \' /jBITUMINOUS CONCRETE //BINDER COURSE #3 REARS\!/\QCAST IN PLACE�/SUBBASE CONCRETE CURB COMPACTED SUBGRADE NOTE: 1. ALL CONCRETE CURBS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS. 2. CURB EXPANSION JOINT SPACING IS 10"-0" MAXIMUM. FILL WITH2" 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 NTS 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. 6• 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. a^ 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 tz 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 NTS WHITE BORDER (OPTIONAL - SEE SYMBOL NOTE 2) q 2'-4' CENTER POINT OF - RADII I a I . BLUE MARKING (OPTIONAL - SEE - - - - NOTE 2) WHITE - - STROKE WIDTH 4" - 2' - - j 1 III 1'-1" 5Y2" T-5Y2' 4" 4" X-O" 1 114" 4 4'-8" 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. u `VDOT 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 134019 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS CESO rrr.e�����e.s�■ N N N N N N '7 N O N y 0 0 0 0 0 c 0 N E J U) Q N c W o N U) W of 7 3af U) w 0 > w N O� 55 LU o ¢ o w Q Q z z U z 00 z ¢ w EL U)) OL w > z I- I- U) U) CLJ w Q OL z z z (i UL z o Y () N G z rn N N uJ (D > Z aw = J UJ J CO Oui Z <O Q Z = Lu U Z Lu J i O J _J / Lu 0 rQ V 2020 CESO, INC ZACHARY DAVID Project No. 757280 Scale AS NOTED Drawn g qg Checked TJV Date 03.06.20 Drawing Title CONSTRUCTION DETAILS NTS I Drawing No. C7.0 GR-2, 2A 2016 ROAD & BRIDGE STANDARDS X 27Y/4" MIN - 28%4" MAX RAIL HEIGHT 6'-3'• x x I II II II I� Li Iii GR-2 (6'-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 ''/a" 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. H II II II III II GR-2A (Y-1'/2" POST SPACING) MAX DYNAMIC DEFLECTION • 2' 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 B. 26:1 14:1 50 6.5' 21:1 11:1 • 40 5' 16:1 8:1 30 1 4' 1 13:1 1 7:1 ! • SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. �VDOT 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 — 70 H FRQ%IED GRADE , 2016 ROAD & BRIDGE STANDARDS LOW-PRRMRARH,I'rY SOIL FILTER FABRIC STRUCTURAL NOTES: BACKFH,L 1. STRUCTURAL BACKFH,L IS TO BE PLACED IN 8- TO 24-INCH (TYPICAL) LIFTS 2. STRUCTURAL BACKFH,L MUST BE MANIPULATED INTO ALL VOIDS BETWEEN BLOCKS TO ENSURE ADEQUATE BOND T BETWEEN BLOCK AND CONCRETE MASS. 2'-0" (TYPICAL) / 4"IiDDRAINPIPE ' II 6" 6" II� 2,_0„ 3T0.4 OF H (TYPICAL) Ilk A N C H O R1 These graphic representatisign purposes are intended of t AWE Diamond Pro® Retaining Wall System preliminary design purposes only and are not to g y BUILD SOMETHING BEAUTIFUL beusedfor constmctionwithout the signature Date, Typical Cross Section Anchor Wall Engineering, LLC of a registered professional engineer. 4/15/2010 5959 Baker Road, Suite 390 02010 Awl.weU Engircvivg, LLC Scale, Proiect Information- Typical Details For I. Minnetonka, MN 55345 G andw Anchor was systems, Inc. 3/8"=1'-0" the AnchorplexTm Retaining Wall System DPSA0509C 2016 ROAD & BRIDGE STANDARDS /,. 2A B S.. B, B„ WASHER �GR{-2, >I0 I 9 %"x18" BOLT ^ _ & NUT =_ _ —_— _ �q" HOLE 3 ' Yi' HOLE a 6"x 8"x1'-2" TREATED PINE BLOCK OR ;'x" HOLE 8 RECYCLED MATERIAL. TREATED PINE BLOCK OR RECYCLED GALV. STEEL 10D p MATERIAL COMMON NAIL w SEE NOTE 5. N 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL TREAT1'-2" TREATED CONTAINING STEEL BLOCKOUTS. PINE BLOCK MAINTENANCE TREATED �14 REPAIR ONLY SOUTHERN PINE T�T19 v AlOR 7Y:' LESS THAN T-O" Ye" HOLE 6x8 WOOD POST ' 4"x 8"x1j' TREATED s/a" PINE BLOCK. STRONG POST THE CRT POST IS FOR USE WITH THE 4" WIDE BLOCKOUT 8'-O" POST GUARDRAIL REQUIRED STANDARD GR-10 TYPE IIIOR WHERE j� STE'FpE,R SPECIFIED BY THE ENGINEER IN THE - Tye DETAIL A 4/ IA HOLE POST MAY BE HOT ROLLED OR WELDED. 3:' I.._.1 GUARDRAIL INSTALLATION v HOLES I I SITES REQUIRING LONGER II GUARDRAIL POSTS a 3„ II II a NOTES II 6"zB"xl•-2" 3 x10" BOLT TREATED PINE w &NUT 1. ALL BOLTS, NUTS, WASHERS, AND OTHER ' BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. —� II RECYCLED w II MATERIAL w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY III BE INTERCHANGED ON ANY ONE PROJECT WITH W6x8.5 OR i THE RESTRICTION THAT THE SAME TYPE OF W6x9 g POST AND BLOCKOUT MUST BE USED IN ANY II SINGLE RUN OF GUARDRAIL. OPTIONAL HOLE II TO FACILITATE rO 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE JOINT, HARDWARE, ETC. SEE SHEET NOS. 501.01 3'/2" DIA HOLES ,1 GALVANIZING II AND 501.02. 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER 5/s" z 18 BOLT IS INSTALLED. II�I'Jrrl HOLES POSTS g•• I �„ I AND BRACKETS TO BE i'i' DIA CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDIDT 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 4" TEE 4" 0 PERFORATED DRAIN TILE (EL VARIES, y1 rrin SLOPE 1% MIN.) IOD I 2" CUT � F_ REMOVE PORTION OF J ADJACENT UNITS TO ALLOW V DAYLIGHT DRAIN THIRD DRAIN TILE THRU FACE WALL FACE & EXTEND rUor r c1 ^ma= J!'Ht.IIVU vmmlco 50' MAXIMUM aces; craw" W; kJ A N C H O R' Thisesonl and ndshlluldren Diamond Pro Stone Cut® Retaining Wall System 3/B"=1'-0• SB BUILD SOMETNING BEAUTIFUL purposes for onlyand should utthe used for construction without the C 2015 Anchor Wall Engineering, LLC signature of a registered 1.� 1.� cars: Cawing numhac Sand' Anchor Wall Systems, Inc. Professional engineer. Drain Pipe Through I Toe Slope 1/1912016 DPCR20 CESO WWW.eeeelee.ee■ ����� N O N � O O O O O 0 C 0 E rn N C 0 N K it 77 Tr u 'nI'tIc)INI—I Z O O N LLJ ` V > z LJ_I = J UJ J co Ow — ~ I Z ~ Q0 � J Z Q Lu U z LLI J > Ory J a� > Lu 0 z Q (D 2020 CESO, INC ZACHARY DAVID Project No. 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title CONSTRUCTION DETAILS Drawing No. C7.1 PRECAST CONIC. 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 CONT. B" BOND COURSE W/ (1) #5 BAR - GROUT SOLID 8" CMU WALL W/ HORIZ. JOINT REINF. AT 16" O.C. VERT. AND #6 BARS AT ENDS, CORNERS & 2'-0" O.C. BTWN. GROUT BLOCK SOLID AT REINF. SEE PLAN FOR LOCATIONS. 6" 0 PIPE BOLLARD - SEE DTL. 6/A-10. 6" CONIC. SLAB W/6x6 W2.9xW2.9 WWF ON COMPACTED 6" CRUSHED STONE N 1/2" EXPANSION JOINT W/ URETHANE SEALANT '•'y+' I.• :!6 P�SaaP�Sa�fP�3sTR£'+��STGSOZ-ca9'dsfCS>R^.Z.9.�4xal� .It �. VERT. REINFORCED CELL ' Jm O 0 ff SECTION © TRASH ENCLOSURE SCALE: 3/4" = 1' — 0" 12" CMU - GROUT ALL CELLS SOLID BELOW GRADE CONC. FOOTING W/ 445'S CONT. T&B #4'S @ 12" O.C. nn ny nu v n nrnv UME OUL13 OL LUI.RINU ULVIUC W/ VLR11%,AL RULU TO PREVENT BOLTS FROM DRAGGING ON CONCRETE DUMPSTER ENCLOSURE FRONT ELEVATION SCALE: 1/2" = 1' — 0" d7 ..a a a' ° .. a a ° c n d NOTE: GATES SHALL BE EQUIPPED WITH DROP (CANE) BOLTS, HEAVY DUTY HINGES AND LATCHES (WITH PADLOCK) DRILL HOLES 2" DEEP IN CONC. / PAVING TO ALLOW DROP BOLTS TO HOLD GATES IN CLOSED POSITION AND AT AN OPEN POSITION OF 900. POSITION VERTICAL HOLD TO KEEP CANE BOLTS FROM DRAGGING CONC. STEEL GATES AND GATE 'OSTS PAINTED "HOMESTEAD 3ROWN". SEE )ETAIL 2/A-10 00 -OR ADDITIONAL 1 NFORMAT10N cO -INISHED RAVING LINE OF TOP CAP BEYOND DOME CONC. TOP — 5" STEEL GATE POST - SEE DTL 2/A-10 HINGE SEE DETAIL 7/A-10 NOTE: UPPER MOST COLLAR MAY BE DELETED SO THAT GATE IS REMOVABLE IN FUTURE. VERIFY WITH OWNER. 5" 0 SCHEDULE 40 PIPE. SEE DTL. 6/A-10 FOR SIMILAR CONSTRUCTION GATE SEE DTL 2/A-10 HINGE SEE DETAIL 7/A-10 DOMETOPOF FOOTING (1") I I I I I I I I I I I I I I I I L—J STL. POST & FOUNDATION (TYP.) L-----J I I L---_—J 1' 6" 0 FOOTING NOTE: ALL EXTERIOR TRASH ENCLOSURE STEEL SHALL BE GALVANIZED TYP. DUMPSTER ENCLOSURE SIDE ELEVATION �J SCALE: 1/2" = 1' — 0" a 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/ 5"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 a D w 7) CJ w TOP OF PAVEMENT TRASH ENCLOSURE GATE DETA SCALE: 3/4" = 1' — 0" <cT PRECAST CONIC. TOP CAP EIFS TO MATCH BLDG. (ABOVE WAINSCOT) m 5" STEEL GATE POST @ (SEE DTL 2/A-10) Q N CONT. STONE WAINSCOT SILL TO MATCH BUILDIN (RICK WAINSCOT TO MATCH BLDG. (TYP.) 3'x1/8' STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 2'x2"x3/16" IS FRAME 3'x1/8' STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 2'x2"x3/16" IS HORIZONTAL RAIL 3/16'x2' STL. FLAT BAR BRACES WELDED TO FRAME 3'x1/8' STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 ROUND OVER TOP OF CONCRETE 6" DIA. X GALVANIZED STEEL PIPE, SOLID IN CONCRETE. PRIME & PAINT VALVOLINE RED. DOME TOP OF CONCRETE FOOTING (T) ' PAVEMENT AS NOTED ON " r CIVIL DRAWINGS y ..<•. & DETAILS a' ` 3'-6" OF PIPE BELOW ° ' GRADE CENTER IN CONCRETE a . 18" DIAMETER, 4000 PSI, AIR ENTRAINED a... CONCRETE BASE / j \/ • •!' 8" COARSE STONE, HAND COMPACTED \\\ \\\ \ \ \\ \\ BOLLARD DETAIL SCALE: 1" = 1'- 0" % \ UNDISTURBED OR COMPACTED %\ SUBGRADE Al 3'x 1/8" STL. PLATE DECK CLOSURE WELDED TO FRAME ON THREE SIDES (SEE ELEV.) 2"x 2"x 3/16" IS 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 A-10 SCALE: 3" = 1'- 0" PLAN VIEW ELEVATION VIEW HINGE DETAIL A-10 SCALE: 3" = 1' 0" 5"0 CONIC. FILLED SCHED. 40 PIPE HINGE SLEEVE 11/2" x 22 GA. GAILY. B DECK 2 x 3/16" DIAGONAL BRACE WELDED TO FRAME 6'x2"x1/4' PLATE WELDED TO HINGE SLEEVE AND GATE FRAME 2 x 2 x 3/16" TS FRAME GREASE FITTING GREASE FITTING 6"x2"A/4" PLATE WELDED TO HINGE SLEEVE AND GATE FRAME HINGE SLEEVE GATE FRAME METAL PIPE COLLAR - FIELD WELD TO POST 5"0 CONC. FILLED SCHED. 40 PIPE NOTE: (2) HINGES REQUIRED PER POST (TYP.) SEE DETAIL 2/A-10 DUMPSTER EXTERIOR FINISH NOTES REFER ALSO TO "EXTERIOR FINISHES", SHEET A-3. EIFS: MATCH BUILDING EIFS BRICK: MATCH BUILDING BRICK MORTAR: MATCH BUILDING MORTAR COPING: PRECAST LIMESTONE CAP. COLOR TO MATCH BUILDING STONE WAINSCOT SEALER: ALL BRICK SURFACES SHALL BE TREATED W/ SEALER. REFER TO SPECIFICATIONS. BOLLARDS / GUARD POSTS: FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300 SHER-CYRL HPA. COLOR SHALL BE WALVOLINE RED". GATES & GATE POSTS: FIELD PAINT w/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 rrr.si����e.s�■ N N N N N N 7 7 O N d W 0 0 0 0 0 0 N C 0 E W o N U) in U) w z Lu w � w z ¢ Z W z uJ U)z z z ¢ w a a w > t z r r � U) a U) w ¢z z a z z IL Z O M N G Z 0 Cn N N w z- Q w = J UJ J U) O w Z O Q Z wU J > O� J C) > w 0 2020 CESO, INC ZACHARY DAVID Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Dale 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 1;47 1 V 20 0 20 40 GRAPHIC SCALE (IN FEET) 3.5 2.8 33 2.0 1.7 4.4.8 1.9 1.3 1 9 1.5 /0 0.8 0 / 0 4 1. 4 / 1.2 0.9 �tI 1.2 1.6 2.2 1.5 4�/0 2 /4 SOW j0 2 0 / 0 1 / / 0 D D 0 O CODED NOTES: 1. LOCATION OF EMERGENCY LIGHT FIXTURE. FIXTURES ARE MOUNTED ABOVE BUILDING DOORWAYS. REFER TO ARCHITECTURAL PLANS FOR EXACT MOUNTING HEIGHT. Calculation Summary Label CalcType Units Avg Max Min Avg1Min Ma)dMin 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 20A0 65.00 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 N.A. 1.000 1-EWNBOA4730INBLCKD 44 1 SC5 SINGLE N.A. 1.000 1-EALP032C5SM73ONDD1BLCKF 50 1 D1C4 BACK -BACK N.A. 1.000 2-EALP032C4AF730NDD1BLCKF 53 1 SD2_BS SINGLE N.A. 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. Qrdprina Ntimhpr Evolve'" LED Area Light (EALS-03) EALS 03 - -- 7 = Evolve 03 = 3rd 0=120.277e SM=Symmetric 17= =Area Light Generation 1=120 Medium -StandaN 2-208 Si Symmetric Wde 3-240 SH=Symmetric 4=277 High Angle 5 =480 Af=Asymmetric D=347 Forxard H=347-480- AI -Asymmetric "N�b6k High Angle wffi= AW=ArymmetricWde Mustchi AN-A9AnInc deweetwbae NaaaWAuto DPTI ISTRIBUTIOe ma CS Symmetric Medium IDS Symmetric Medium FS _ Symmetric Medium HS Symmetric Medium 7300 7500 9800 10000 J5 Symmetric Wide ISWI 24600 25200 KS Symmetric Wide ISM 29600 30300 CD S mmetric High le H 700 0 7200_ 960D 115 metric Hi AngelSHl 9400 FS I Symmetric High AnIe ISHI 14200 1 14500 H5 metric Hi Angle ISHII 18900 19300 Ametric Hi ITAn a I ISHI 23600 24100 K5 - Symmetric High An Ie ISHI 28400 • 29000 04 Asymmetric Forwo 7300 7500 D4 Asymmetric Forward IAFl 9800 10000 F4 Asymmetric Forward IAFl 14700 15000 H4 - Asymmetric Forward IAFl 19600 20000 J4 Asymmetric Forward IAFl 24500 25000 29400 30000 IV K4 Asymmetric Forward (AFl J4 I 8Mmi High Angle IAH) 23600 24100 metric Hi hAn le (AHI K4 28400 29000 CS metric Wide IAW1 7300 9800 147DO 7500 10100 15100 DS metric Wide IAW) Asymmetric Wide IAWI III H3 Asymmetric Wide IAWI 19700 20206 J3 _ Asymmetric Wide IAV 24600 - 25200 K3 Asymmetric Wide IAWI 29600 30300 C2 - Asymmetric Narrow/Auto VNI 7300 7500_ D2 Asymmetric Narrow/Auto (AN) 9800 10100 II F2 Asymmetric Narrow/Auto IAN 14700 15100 H2 .Asymmetric Narrow/AutolaNl 19700 20200 J2 Asymmetric Narrow7Aut)(AN) 24600 25200 Ordering Number Logic Evolve LED Wall Pack N Series (EWNB) EWN B 7 E=Evolve IB= Photometric' 0=120-2T7' Series'B' 1-120 W=Wall Pack 2=208 3 = 240 N= Housing 4=277 Series I5=480 D=347 H = 347-480V• * Not available with Fusing. Mast choose a discreet voltage with F Option. A4 B4 > C4 r D4 E4 F4 A3 63 i C3 � D3 E3 F3 A2 _ 62 C2 F D2 Ere F2 N=Dimming ihru A=PN517-ppnff CI -Integral SipfM1fe PE receptacle receptacle lnomNol for 125'-2'Pipe D=External D=AN517-gaff Mr. DO-237NA Dimming l8/2-aft receptac"with ODr m61e shordrg cap prodded D1=Uor K= Non -dimmable' MouthngArm,fNed All constructions Note. See accessories far round a square supplied with sector on pa elOfa polemaadng" ANSI C736.41 PE control ordering K3=KnuaNe5lpfi8e 7-pin Receptacle farl9in-23rtOD Tenon"++ •RequiredforU A=Knuddegil Opticol Codes. Not for 23in.-3.0in OD avail able for other Tenon•++ optical codes. V1=Knuckle Wall Nair. Standard Mpnt"++ dimming0.10V Sgpiedwith 3FT leads Supplied with 3FT #14/3 power cable ++Restricted Aiming Angle Vto+45' B3-UO-G1 B3-UO-G1 7=70(min) 130=3000P 11=None B4-UO-G2 B5-UO-G2 B1-UO-G2 B2-UO-G2 83-Ll EALS03_J4AH730_.IES 63-U0-G4 EALS03 K4AH730 .IES 82-U0-Gl EALS03_QAVM0.M. B2-UO-G2 EALS03 D3AW730 JE! B2-UO-G2 EALS03 F3AW73O JE! B3-UO-G3 EALS03 H3AW730�IE( B3-UO-G3 EALS03 J3AW730_JEc 40 = 4000K B3-UO-G1 B3-UO-G1 7=70(min) 130=3000P 11=None B4-UO-G2 B5-UO-G2 B1-UO-G2 B2-UO-G2 83-Ll EALS03_J4AH730_.IES 63-U0-G4 EALS03 K4AH730 .IES 82-U0-Gl EALS03_QAVM0.M. B2-UO-G2 EALS03 D3AW730 JE! B2-UO-G2 EALS03 F3AW73O JE! B3-UO-G3 EALS03 H3AW730�IE( B3-UO-G3 EALS03 J3AW730_JEc 40 = 4000K - Button PI 50=5000K 13 A=ANSI C136.41 o5elKt 7-pin PE Receptace# 3000K CCT D=ANSI C13661 for IDA Approved units 7-pin PE Receptade wrh Shorting Cap# 'Only available with voltage L2,3 and 4. #Order Dimming/Control PE as a separate rem. See accessories section of this datasheet for ordering information. GRAY = Gay BLCK = Black Di = Dark N - Now Required BLCK = Black DKB2 = Dark Bronze GRAY = Gray WHTE= White Contact manufacturer for other colors CESO R = Enhanced Surge Protection 110kVI5kN 51= Rotated Lent S2= Rotated Right t T = Elevated Surge Protection (20kV110kA) U = II dimming ^+ V=3-Position Terminal Blocky =Coastal Finish N N N N N :2 %%%=Special Options Co Co m e WmlMrrA�aErvaldiy N co co O N Q +rmpaLhwNtigMGid)Arndn O O O Namios8dea131749w'awN eatimsemoaed }FadmdM asunr ee��Ndmhmn aknwtlm,¢aeentlel'n imrAamg RRoikP mar `mna�`W rr EALS03 C5SM750 .IES EALS03 DSSMISO .IES EALS03 FSSM750 .IFS EALS03 HSSM750 .IES EA1503 JSSM750 .IES EALS03 KSSM750 .IES EAL503 CSSW750 JES, EALS03 DSSW750_.IES w C EAL503 FSSW750_IES 0 EALS03 HSSW750_.IES H EALS03 JSSW750_.IES E EALS03_KSSW750_JES EALS03_C5SH750_.IES Q N EAL503_DSSH750_.IES 0 EALS03 HSH750 IES W H EALS03 HSSH750 .IES DO D EALS03 5SH750 IES EALS03 K5SH750 .IES CO W EALS03 04AF750 .IES 0 W EALS03 D4AF750 .IES N CC EALS03 F4AF750 IES EALS03 WAF750 .IES EALS03_J4AF750 .IES d d W EALS03 K4AF750 DO .IES EALS03 C4AH750 .IES 0 0 W EALS03 D4AH750 .IES EALS03 F4AH750 .IES Z J Z > EALS03 H4AH750 .IES � i LW SAILS J4AH750 IES Q Q Z DO EALS03 K4AH750JES Q m Q J EALS03_C3AW750_.IES Z) d EAL503_D3AW750_.IES [L [L EALSO F3AW750 .IES H Z F I_ � EALS03_H3AW750_IES rn g DO U7 EALS03_J3AW750_IES d Q W EALS03_K3AW750_IES Q 0 Q Z EALS03_C2AN750_.IES Z a- Z �: EALS03_D2AN75O_.IES LL - EALS03_F2AN750_'tt FAL503_HZAMc LIES � a N o o� z D= External Dimming Leads Provided 10-10i Input F - Fusing L =Tool less entry R = 1OkV Enhanced Surge Protection H = Motion Sensor # U = DAU Dimming+A )00(=Special Options # R & H options cannot be purchased together. Not avail able with voltage 5, D and H. + Compatible with UghtGrid 2.0 nodes. A Not compatible at 347-48OV, with A -level optical code, or with motion sensor control. Asymmetric Forward 4,000 4300 44 81110G1 B1-UOG1 EWNB_A4730_.IES EWNB_A4740 .IES EWNB_A4750_.IES Asymrnetric Forward 5,800 6,200 58 BS4)OG2 Bl-1 EWNB_B4730_.IFS EWNB_B4740_.IES EWNB_84750 AES Asymmetrc Forward 7.500 8,000 70 Bl-1 Bl-1 EWNB C4730-IES EWNB C4740-IES EWNB C4750-IFS Asymmetric Forward 9.200 9,800 89 B1-UOG2 B2-1 EWNB D4730- IES EWNB D4740-.IES EWNB D4750-IES Asymmetric Forward 10,800 11,500 98 82-UO-G2 82-1 EWNB_E4730 IES EWN5_E4740-1ES EWNB_E4750�IE5 Asymmetric Forward 12.900 13,700 125 B2-1)OG3 B2-1J063 EWNB F4730-.IES EWNB F4740 IES EWNB_F4750-.IES Asymmetric Wide 4,300 4,600 44 Gau l Bl-i EWNB_A3730_.IES EWNB_A3740 .IES EWNB_A3750_.IES Asymmetric Wide 6,200 6,600 58 B1-UOG1 B1-UOGl EWNB_B3730_.IES EWNB_B3740_.IES EWNB_B3750_IES Asymmetric Wide 8,100 8,600 70 B1-UO-G2 BS-UOG2 EWNB_C3730_.IES EWNB_C3740_JES EWNBC3750_IES Asymmetric Wide 9.900 10.500 89 B2-UO-G2 B2-UOG2 EWNB D3730-IES EWNB D3740-IES EWNB D3750-IES Asymmetric Wide IL600 12.400 98 B2-UO-G2 B2-1 EWNB_E3730_.IES EWNB_E3740_.IES EWNB_E3750_.IES Asymmetric Wide 13,900 14,700 125 B2-UO-G2 B2-UOG2 EWNB_F3730 .IES EWNB_F3740_.IES EWNB _F3750_.IF5 Asymmetric Narrow 4,200 4,500 44 BS-I 131-1 EWNB-2730 IES EYMB-2740 IES EWNBJB750�IE5 Asymmetric Narrow 6,100 6,500 58 B1-UO-GS BS-UOGS EWNB B2730-IES EWNB B2740-IES EWNB-B2750-IES Asymmetric Narrow 7,900 8.400 70 B2-U0.G2 B2-1 EWNB_C2730�IE5 EWNB_C2740-IES EWNB_C2750-IES As mmetdc Narrow 9,700 10,300 89 B2-UO-G2 B2-U0.G2 EWNB_D2730-IES EWNB_D2740-IES EWNB_D2750 16 Asymmetric Narrow 11AOO 12,100 98 B2-U0.G2 82-1 EWNB_E2730 .IES EWNB_E2740_JES EWNB_E2750_AES Asymmetric Narrow 13,600 14,400 125 B2-U(FG2 82-1)0.G2 EWNB_F2730 .IES EWNB F2740 .IES I EWNB _F2750_JES PE Accessories Ito be ordered separately) 93029237 PE0.MV-LE0.7 I ANSI C136.410immin PE, 120-27N 28299 PECDTL STANDARD 120-277 93029238 PE0.347-LE0.7 ANSI C136.410imming PE,34N 28294 PEc5TL STANDARD 480V 93029239 PEP-080-LE0.7 ANSI C136.41 rimming PE, 480V 80436 PECDTL STANDARD 347V 73251 SCCL-PECfL Shorting m 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 OI OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. r N N L LJ U> zw = J UJ J C0 e 0 ILL, r Z NO LL o Z = LL1 U z Lu J >_ O J a� >o /z V 2020 CESO, INC ZACHARY DAVID Project No. 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title PHOTOMETRIC PLAN Drawing No. C8.0 PE Accessories Ito be ordered separately) 93029237 PE0.MV-LE0.7 I ANSI C136.410immin PE, 120-27N 28299 PECDTL STANDARD 120-277 93029238 PE0.347-LE0.7 ANSI C136.410imming PE,34N 28294 PEc5TL STANDARD 480V 93029239 PEP-080-LE0.7 ANSI C136.41 rimming PE, 480V 80436 PECDTL STANDARD 347V 73251 SCCL-PECfL Shorting m 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 OI OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. r N N L LJ U> zw = J UJ J C0 e 0 ILL, r Z NO LL o Z = LL1 U z Lu J >_ O J a� >o /z V 2020 CESO, INC ZACHARY DAVID Project No. 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title PHOTOMETRIC PLAN Drawing No. C8.0 LANDSCAPE CODE REQU I REM ENT5 A No 5�OAAK ST T BUFFERYARD VIRGINIA ELE ` * \ h"), 5TREET5CAPE: P WERE J ss.�DENOTES CONSTRUCTION LIMIT 1 LARGE TREE SHALL BE REQUIRED FOR EVERY FORTY (40) 'EST OF ROAD FRONTAGE, OR PORTION THERE DB 3925 OF.. 92/ s PGS 52 / \ 3js> �* F (28) BLACKEYED 5U5AN :�` DENOTES EXISTING WILLOW OAK STREET TREES ` (2) INKBERRY HOLLY ° ENTIRE PARCEL FRONTAGE: 244.09 LF/40 = G. I OR 7 TREES REQUIRED IV ce \ (2) INKBERRY HOLLY a (1) CRAPE MYRTLE // (33) BLUE OAT GRA55 @ 3' OG v / 6 EXISTING - I PROP05ED= 7 TREES AS SHOWN (G) RED ROCKET CREPE MYRTLE ry / US ROUTE 29 SCREENING AT LEASED AREA FRONTAGE: 5-3 SCREEN MATERIALS REQUIRED; BASED ON THE MIN. I 0 WIDE REQUIRED BUFFER AREA A RAIN GARDEN LANDSCAPE PLAN ' 0 / �' S , S Center Trees on Parking Stripe Large Canopy Trees 1 / 1 ,000 SF 14G LF x 10= 14GO/ 1000 = 1 .46 or 2 REQUIRED 5 STREET TREES (EXISTING OR PROPOSED) + 3 LARGE CANOPY TREES IN RAINGARDEN CESO L-1.1 PREVIOUSLY APPROVED 5DP2000-G I/TMP 45-1 1 1 C 41', �// Medium Canopy Trees 1/1 ,000 SF 14G LF x 10= 14GOI1000 = 1 .46 or 2 REQUIRED 2 TREE5 A5 5HOWN / V�YF, ARLE / Understory Trees 1 /500 SF 14G LF x 10= 1460/500 = 2.92 or 3 REQUIRED 3 TREES A5 SHOWN 51.0 � V/C (19) GLOSSY AB IA 54,3 / Evergreen Trees 1/175 SP 14G LF x 10= 1460/ 175 = 8.3 or 9 TREES REQUIRED 9 TREES AS SHOWN T '?�h s (2) CRAPE MYRTLE \0, EXISTING ZELKOVA / Shrubs I/200 SF 46 LF x 0= 1460/200 = 7.3 or 8 SHRUBS REQUIRED 25 SHRUBS A5 SHOWN (1) CRAPE MYRT0. LE /D��yyyv • x / S 1' / INTERIOR PARKING LANDSCAPED AREA5: ry r r o N 0 ' /�/ \ o xy ^ 0 / 3�•, F REQUIRED 5% OF PARKING AND VEHICULAR CIRCULATION AREA o 0 0 0 0 0 ^ 5 ) @ 5% = 566.85 SF REQUIRED 672.72 SF AS SHOWN TREE PROTECTION ,,11 � (2) NEON FLASH 5PI ^ � � 4 14,797 SF (WITHIN LEASED AREA )@ , A� OTT ,"' �, (1) ZELKOVA \� 49 (3) DWARF BURFORD HOLLY / i / L- I TREE * 3 SHRUBS PER 10 PARKING SPACES \^ (I) CRAPE MYRTLE �� ` / (6) NEW ENGLAND A5TER I I SPACES / 1 0 = 1. 1 or 2 TREE REQUIRED 2 TREE5 A5 5HOWN 9¢ 115PACE5/ 3 = 3.66 or 4 5HRUB5 REQUIRED I I + 5HRUB5 A5 SHOWN 4) ) LITTLE HENRY 5WEET5PIRE 2�A5 EL (I) WILLOW OAK o O (5) INKBERRY STING I LAND N Street Tree f `� / coo/ ' ^ / SOUTH ADJACENT LEASED AREA PROPERTY BUFFER: 5-2 SCREEN MATERIALS REQUIRED; BASED ON THE N11N. 10' WIDE REDUIRED BUFFER AREA yt� CENTRAL TELE. CO. / / LITTLE RY 5WEET5PIRE / Large Canopy Trees 1 / 1,000 5P 154 LF x 10 = 1 540 / 100 = 1.54 OR 2 REQUIRED 3 TREES AS SHOWN / DB 3919 / ^ ^ Medium Canopy Trees 1 / 1,000 SF 154 LF x 10 = 1 540 / 100 = 1 .54 OR 2 REQUIRED 2 TREE5 A5 5HOWN pk PGS 699 / % / Understoy Trees N/A PA55 / / 3 Evergreen Trees 1 / 175 5F 154 LF x 10 = 1 540 / 175 = 8.8 OR 9 REQUIRED 9 TREES AS SHOWN ti (1) CRAPE MYRTLE (5) BLUE O G� (�RIVERBIRC / / / Shrubs 11200 SF 154 LF x 10 = 1 5401200 = 7.7 OR 8 REQUIRED 8 SHRUBS A5 SHOWN !gj N ty(0) NELLIE 5TEV '5 HOLLY // VIOC // / / y 0 ' GANDER DRIVE 24.4 ��� tiV (6) NEW ENG D A5TER / / N 11 A = 2,080 SF; a Y (I 3) GLOSSY A IA f / y n Cc� � \ / / � H = 28'-11" TREE COVERAGE: 10% REQUIRED J y ' >�s Ki 1 / / 3 LEASE AREA ONLY �W 22,533.9 @ 10% = 2,253.4 5F REQUIRED 2,314 5F A5 SHOWN J &j'~~ (1) CRAPE MYRTLE A7 �N \s VICE Y L (2) RIV BIRC // / N FIRST GOLD LE 3 / WENDELL W V \ � STEGI:N D BK 465, O ELL D P / v / /� // \\ �\ \\ "^S,•"• GU �\ O o / PARCEL#04500 (3) R. DN1AP / 2) LITTLE HENRYSWEETSPIRE a ci. F CI,AR." 0TTESV1LLe A511ED GRA�7EL / X7) �/o OB * L-1. EN WALK � I (1) ZELKOVA uy M ET� / a \ (9) PARDON ME DAYLILIE5 AL ckMPL9 NING WALL \ �� ® /`� / /r S \ 75 �{ ✓� 1oF� 7 EASE LIMIT I V n k / 2 3.90 S Feet ®/ (\ ,OA4 II m 997 ` "' y / 0.52 Acres ll n PGS 74 / ::tG`�f;: \ ' •� 5 ✓�;kS7s���_ ( \-\ . o.Lo.,. DB . r 5 \. ALBEMARLE DGS 52 �� / ' \ (8) PA DO DAYLILI S D8 4332 PGS 284 (5) I BERRY 20.00 BIOfILTER LA SCAPE PLM\ �� DENOTES ON TRUCTION L IT D 5DP2 PREVIOUSLY APPRO 6-6 `� e "0 E P OTECTION \ ® ^ p0 AMENDMENT # I WPO 2 300002AT OF CONSTRUCTION LIMITS, � \ / L-1.2 VERIFY LOG, TI N WITH OWNER'S REPRE5ENTATIVE ^/ \ \\ / / ON -SITE �� ,pry � ® 0 /6? hO/ c/P A/ S\ \ \' i I / S PARCEL B NF 0 36 \ \ 1\ FIRST GOLD EAF LAND TRUST h\ 9S 0 1�\ BK 865. PG 165 PAR 05--00 111 CO ,_�C449546.9 \ 'OAK �I J 30.00 /� 30' 1.14 AC. do AL,SEMARLE DEED Sic _ nX ,LrSMJC P < \ 6 A \\ x(' DB 41359 c/PGS A d ye, �P/0/ SITE LANDSCAPE PLAN (3) NEW ENGLAND A5TER (6) NEON SPLASH SPIREA / (G) INKBERRY HOLLY \ / I (7) PARDON ME DAYLILIE5 (4) NEW ENGLAND ASTER BUILDING LANDSCAPE DETAIL SCALE: I" = 10' a g1l:com ter; •- • PLANT MATERIALS LIST ED D LU ( w q I 0 N W af g g IL a W U) a a w LEASED AREA CANOPY CALCULATIONS 3 � 3 j 0 Q 0 z z LU Q Q Z 0)) z m z Q W a a) a W W z W ~LU rn � W z z a z E 3 U_ 3 LL z O U) V M NT O N LU Z j Q LU U�= J __J Cn Ow ' O �U� o Z LU U Z LU J i 0 Q _J SQU I RED LU 2,314 5F A5 SHOWN Z REFER TO SHEET L- I. I FOR REMAINING PARCEL B Q LANDSCAPE PLAN � CANOPY COVERAGE (� GENERAL LANDSCAPE REQUIREMENTS ©202DCESO,INC NLTH 0 I . ALL PLANT MATERIALS SHALL BE NURSERY GROWN AND SHALL BE PLANTED IN 9. MULCH TREE5 AND5HRUB5 WITH MN. 3" DEPTH OF "BLACK GOLD" OR p� Li ACCORDANCE WITH -HE LANDSCAPE 5'ECINCATION5 ADOPTED JOINTLY BYTHE APPROVED EQUAL, BLACK DYED SHR:DDED HARDWOOD MULCH. MULCHI VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LAND5C:APE PERENNIALS WITH 2" DEPTH OF MULCH. MULCH SHALL EXTEND IN A ROGER E. BEAL Z• DESIGNERS AND THE VIRGINIA CHAPTER F THE AMERICAN SOCIETY OF CONTINUOU5 LAYER WITHIN PLANTING BED5 FROM FACE TO FACE OF 51T If 1955 • LANDSCAPE ARCHITECTS. STRUCTURES - WALK5, BUILDING, CJRB5, OR OTHER PLANT BED LIMITS. y V 2. DIAMETER5 OF PLAN- MATERIAL5 A5 DRAWN ARE REPRE5ENTATIVE OF PIAINT5 10. ALL BED EDGE5 5MLL BE SPADE-CU- AND CL05ELY ALIGN A5 POSSIBLE: WITH �� AT OR NEAR MATURIY RATHER THAN AT INITIAL PLANTING;. EDGES AS SHOWN ON DRAWING. KEEP MULCH A MIN. 112" BELOW ADJACENT `APE g120� 3. THE PLANT L15T 15 INTENDED A5 A GUIDE FOR THE LANDSCAPE CONTRACTOR. PAVED 5URFACE5. 4i"#40 IN THE EVENT OF DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE 1 1. 50D ALL LAWN D15FUPBED AREA5 WITHIN PROJECT LIMITS A5 NOTED ON CIVIL NAME: ROGER E. BEAL PLANT LI5T AND ON THE DRAWING, THE GREATER NUMBER SHALL APPLY. DRAWINGS; INCLUDING OUT TO PAVEMENT EDGES. REFER TO CIVIL DRANVING5 REGISTRATION No: LA4osoois55 4. LAND5CAPECOAITRACTO951-IALL C00;07NATEPLANTIN57ALLATION5EQUZNCE AND VERIFY EXTENT WITH PROJECT MANAGER. exnwTiouDATE: oeisuzozz W17H IRRIGATION CONTRACTOR. 12. THE LANDSCAPE CONTRACTOR 5HAL_ GUARANTEE ALL PLANT MATERIAL5 FOR Project No. 757280 5. ADJUSTMENTS IN LO ATION5 OF PLANT MATERIALS MAY BE NECESSARY DUE ONE-YEAR FROM DkTE OF OF ACCEPTANCE. PRIOR TO END OF WARRANTY Scale REB TO NEW OR EXISTING UTILITIES OR 51TE OBSTRUCTIONS. 5ET NEW TREE5 fA PERIOD CONTRACTDR 5HALL REPLAC ALL TREES, 5HRUB5 OR PLANTINGS NOT MIN. I O' FROM NEW DR EXISTING UTILITY UNE5. ADVISE PROJECT MANAGER ALIVE OR IN A HEALTHY GROWING CONDITION. Drawn REB BEFORE THE ADJ1_15Tv1ENT5 ARE MADE., 13. ALL 5ITE PLANTING5 OF TREE5 AND 5HRUB5 5HALL BE ALLOWED TO REACH, Checked TJV G. ALL SHRUBS OCCURRING IN CONTINUOUS ROW OR FORMAL ARRANGEMENT AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREE5 IS 5HALL HAVE UNIFORM HEIGHT, SPREAD AND HABIT OF GROWTH. FOR PROHIBITED. 5HRU55 AND TREE5 51-ALL BE PRUNED MINIMALLY AND ONLY TO Date 03.06.20 PERENNIAL LOCATIONS, FILL AREA WITI- QUANTITY OF PAANT5 DE5IGNATEDI; SUPPORT THE OVERALL HEALTH OF THE PLANT. Drawing Title EVENLY SPACED. 7. A MINIMUM OF 8" DEPTH OF NEW TOP501L SHALL BE PLACED IN ALL BED AREAS BY LANDSCAPE CONTRACTOR PRIOR TO PLANT INSTALLATION. BACKFILL ALL LANDSCAPE 5HRUB5 AND TREE5 WITH BACKFRE ILL MK OF ONE PART COMP05T TO THE LANDSCAPE ARCHITECT: PART5 TOPSOIL. 8. PLACE WEED BARRIER IN ALL SHRUB BYELLOW SPRINGS DESIGN ED5: 5 OZ. WOVEN, NEEDLE -PUNCHED, 205 PARK MEADOWS DR. PLAN POLYPROPYLENE FABRIC, OVERLAPPING THE SEAMS. PO Box a472 YELLOW SPRINGS, OHIO 45387 (0)937.767.B199 (M)937.654.8199 LEASED AREA yellowspringsdesign@bizwoh.rr.com LICENSED IN: OH, KY, PA, IN, IL, MS, Drawinc No. MI, VA, TX, OK, AZ, CO & UT L- 1.0 QTY. PLANT NAME MINIMUM INSTALLED SIZE 07Y. TREE CANOPY EACH 5P" COVERAGE TOTAL LEA5E AREA TREES 1 WILLOW OAK - Quercus phellos 3-1/2" cal. B/B 2 ZELKOVA - Zelkova serrata 'Village Green' 2-1/2" cal. B/B 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 mgra 'Heritage' 2-1/2" cal. B/B Single -stem 1 397 397 UNDERSTORY TREES 7 CRAPE MYRTLE - Lager5troemia indica x faunei 'Natchez' 8' ht. 5/15 or cont. 2 77 154 6 RED ROCKET CRAPE MYRTLE - Lagerstroemia mdica 'Whit IV 8' ht. B/B or Cont. 6 77 462 EVERGREEN TREES 18 NELLIE STEVEN'S HOLLY- Ilex x attenuata 'Fosten' 5-7' ht. B/B SHRUBS & GRASSES 22 GLOSSY A13ELIA - Abeha x grandiflora* 30" ht. B/B or # 5 cont. 30 38 BLUE OAT GRASS - Helictotnchon 5emperviren5 # 2 cont. 3 DWARF BURFORD HOLLY - Ilex cornuta 'Burford Nana' 24" ht. 15/15 or #5 cont. 14 20 INKBERRY HOLLY - Ilex ghbra 'Compacta` 24" B/B or #5 14 8 NEON SPLASH SPIREA - Spirea bumalda 'Neon Splash' 24" 13/13 or cont. 14 10 LITTLE HENRY SWEETSPIRE - Itea virginica 5prich'* 24" 5/5 or cont. 14 3 SWEET PEPPERBUSfi - C15thra alnifoha 3G" ht. #5 cont. 30 PERENNIALS TOTAL 2,314 SF CANOPY COVERAGE: 10% REQUIRED 24 PARDON ME DAYLILIE5-Hemerocallis x 'Pardon Me' # I cont. 2$ BLACK-EYED SUSAN - Rudbeckia hirta* # I Cont. LEASE AREA ONLY 2253395F@ 10%=225345FR 21 NEW ENGLAND ASTER - 5ymphyotichum novae-ancjhae* # I cont. * Denotes Virginia Native Plants DENOTE5 E?.15TING WILLOW OkK5TREETTREE5 (1) WILLOW OAK DENOTE5 PPOP05ED LEA5E AREA TREE5 (1) SCARLET OAK PAINI I -A EDr1FNl I A N I f'lC�/-'A PF PI A N I PREVIOUSLY APPROV--D 5DP2000-G I /TMP 45-1 1 1 C s� (I) BLACK GUM a (5) CHINE5E H( Y / (5) NELLIE 5TEVEN5 HOLLY (5) HENRY5 GARNET— SWEETSPIRE / (1 5) CHI NESE HO Yr // w T /-k- 411 FOTHERGILLA \ (7) RED TWIG DOGWOOD _ \ (G) LITTLE GEM MAC PARCEL B N/F FIRST GOLD LEAF LAND TRUST BK 865. PG 165 PARCEL#04500-00-00-1 11 CO 49546.9 SQ. FT. 1�X \\ II / FIRST GOLD WENDELL \ BK 4 PARCEL#04° O REMAINING PARCEL B LANDSCAPE PLAN SCALE: I "=20' 20 0 20 40 NORTH GRAPHIC SCALE (IH FEET) Lva $1.com PLANT MATERIALS L15T - Th15 Sheet On REMAINDER OF PARCEL B CANOPY CALCULATIONS QTY. PLANT VAME MINIMUM INSTALLED 51ZE QTY. TREE CAN CAC 5P" COVERAGE TOTAL LEASE AREA TREES 3 RIVERBIRCH - Betula n1 ra 9 10'- 12' lit. B/B 3 397 1 191 1 BLACK GUM - Ny55a 5ylvatica I " cal. 13/5 1 370 370 2 BALD CYPPE55 - Taxodlum d15tichum 1 0'-1 2' ht. B/B 2 79 155 1 SCARLET OXK - Querc1.15 cocclnea I " cal. B/B 1 370 370 1 WILLOW OAK - Quercu5 phe1105 I " cal. B/B 1 370 370 UNDERSTORY TREES 1 5ERVICEBERRY - Amelanchler grandlflora G'-T ht. 5/5 or cont. 1 77 77 EVERGREEN TREES 11 NELLIE R. 5TEVEN5 HOLLY - Ilex x 'Nellie R. Steven' 5'-7ht. 5/5 11 44 454 6 LITTLE GEM MAGNOLIA - Magnolia grandlflora 'Little Gem' 5-7 ht. 5/5 6 82 492 SHRUBS 17 RED TWIG DOGWOOD - Cornu5 5erlca 24" B/B or #5 17 72 1 224 24 FOTHERGILA - Fothergllla major 24" 13/15 or #5 24 20 480 20 CHINE5E HOLLY - Ilex cornuta 24" B/B or #5 20 14 280 24 HENRY'5 GARNET 5WEET5PIRE - Itea vlrgmlca 'Henry'5 Garnet' 24" B/B or #5 24 G4 153G EXISTING TREE5 PLANT NAME QTY. TREE CANOPY EACH 5F CCVERAGE TOTAL LEA5E AREA TREES WILLOW OAK - Quercu5 phello5 ------ 6 370 2220 ZELKOVA - Zelkova 5errata 1 452 452 LEASED AREA FKOF05ED FRONTAGE T;�EE5 - Refer to 5hleet L- 1 .0 PLANT NAME OTY. TREE CANOPY EACH 5F" COVERAGE TOTAL LEASE AREA TREES RIVERBIRCH - Betula mgra 'Heritage' 1 397 397 UNDERSTORY TREES CRAPE MYRTLE - Lager5troemla mdlca x faurlel'Natchez' ------ 5 77 385 EVERGREEN TREES NELLIE R. 5TEVEN5 HOLLY - Ilex x 'Nellie R. Steven' 9 44 39G LEASED AREA PROF05ED ADJACENT 810-FI LTER PLANTS - Refer to Sheet L- 1 .0 PLANT NAME QTY. TREE CANOPY EACH 5F'• COVERAGE TOTAL LEASE AREA TREES RED MAPLE - Acer rubrum 'October Glom ------ 2 397 794 RIVERBIRCH - Betula nlgra 'Heritage' ------ 1 452 452 UNDERSTORY TREES NELLIE R. 5TEVEN5 HOLLY - Ilex x 'Nellie R. Steven' ------ 1 9 77 G93 TOTAL 12,821 SF CANOPY COVERAGE: 10% REQUIRED REMAINER OF PARCEL B ONLY PARCEL B 49,54G.9 5F (- LEASE AREA 22,533.0 5F) = 27,013 5F @ 10%D = 2,701.3 5F REQUIRED 1 2,62 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, OK, AZ, CO & UT CE50 WWW.O000lo•0000 N co O N 0 0 0 0 0 I— w on 3 w w x z g W O rn d- w > a X w rn Z g z 3 W IL rn a z W w W J Ir a ¢ w O Q z 3 E ? 0 InI'q-IMINI—Iz1 T- 07 N Lu Z Q = LLI J UJ J U) 0 Z~ Lu >' QO z Z Q = LLI Z U Lu J OFy J Q Q 2020 CESO, INC ROGER E. BEAL r 1955 v � AR�N.. NAME. ROGER E. BEAL REGI5TRATION NO: LA 400001955 EXPIRATION DATE: 05/31R022 Project No. 757280 Scale R E B Drawn REB Checked TJV Date 03.06.20 Drawing Title LANDSCAPE PLAN REMAINING PARCEL B Drawing No. L-1.1 County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp HI-284-111-297 for complete specifications) 1. The followine items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 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 Storaee: 0 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 Walls: 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. Trenching and Tunneling: 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. CONTRACT PUiFCHASER SIGNATURE (DATE) (DATE) 5/l/06 Page 1 of 1 3" DEPTH OF BLACK DYED MULCH LAYER - KEEP CLEAR WITHIN A FEW INCHES OF TRUNK 501L DAM WATERING BASIN BACKFILL: PLANTING SOIL MIX PER SPECIFICATIONS REMOVE TOP 1/3 OF BURLAP (MORE IF POSSIBLE WITHOUT DAMAGING ROOT13ALQ OR ENTIRE CONTAINER PLANT MOUND-COMPAC-ED BACKFILL UNDISTURBED -So 1L PLANT INSTALLATION DETAILS U G" '{ •e $ ^rFT�'l�l •eo e�• ROOTBALL DIAMETER 2X ROCII DIA. (MIN.) SHRUB PLANTING DETAIL 2" ± DEPTH OF GRAVEL MULCH FINISH GRADE ummu� in •unun'•uw11,00 GEOTEXTILE FABRIC/ WEED BARRIER UNDER GRAVEL MULCH OVERLAP JOINTS AND TURN UP AGAINST WALL AND CURB 2 - 2" X 2" WOOD STAKES DRIVEN 18" BELOW PIT - ATTACH TO TREE WITH 18 GAUGE WIRE WRAPPED WITH H05F 117 SEE NOTE 1. / •X /( J 7 Q /�,�� BACKFILL: PLANT14G 501L MIX } m PER SPECIFICATIONS •• LU 'V o G" MIN. tIG" LEAVE 50LID 501L PEDESTAL ROOTBALL MIN. DO NOT DIG DEEPER THAN DIAMETER BALL DEPTH 2X DIA. FOOTBALL NOTES: ©GRAVEL MULCH INSTALLATION NT5 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" 5011_ DAM WATERING BASIN (4' MIN. DIA. FOR TREES PLANTED IN LAWN AREAS) ff, DEPTH OF HOLE A5 REQUIRED TO PLACE ROOT COLLAR 2" ABOVE FINISH GRADE UNDISTURBED 501L REMOVE TOP 1/3 OF WIRE BASKET OR BURLAP FROM ROOTBALL (MORE IF POSSIBLE WITHOUT DAMAGING ROOTBALL) 1.INDIVIDJALTREE5 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 SHOWY ON PLAN NOTES: 1. NO EQUIPMENT SHALL OPERATE INSIDE TFE PROTECTIVE FENCING NOR SHALL MATERIALS BE 5TORED WITHIN THE PROTECTIVE FENCING. C TREE PROTECTION DETAIL N.T.5 TREE PROTECTION FENCE: HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" X 1 .5" OPENINGS; COLOR- OZANGE. STEEL POSTS NSTALLED AT 8' O.C. - 2" x G' STEEL T-POSTS OR APPROVED EQUAL. - MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS. CESO 999.01891m..... N N N N N O O O O O I— w Lu X z 3 LU0 to a �: w z¢ if w g z z to m g a w u a w > z F W a 2 w O ¢ z 3: IL Z O LIDI -TIMINI -IZ O N N LU Z LJ I = J UJ J J) Ow ( rim Z ~ O n U �T 7 LU U Z_ LU J i O� J LU /Q V 2020 CESO, INC T g ROGER E. BEAL r 1955 v � gPEMRw NAiV0 ROGER E. BEAL REGISTRATION NO: LA 400001955 EXPIRATION DATE: 08/31/2022 Project No. 757280 Scale REB Drawn REB Checked TJV Date 03.06.20 Drawing Ttle LANDSCAPE ARCHITECT: LANDSCAPE ^ N D^^ A^ E YELLOW SPRINGS DESIGN H V\IVHIV PO Box 472 205 PARK MEADOWS DR. DETAILS YELLOW SPRINGS, OHIO 45387 J(0) 937.767.8199 (M) 937.654.8199 yel lowspringsdesign@bizwoh. q.mm LICENSED IN: OH, KY, PA, IN, IL, MS, MI, VA, TX, OK, AZ, CO & UT Drawing No, L-1.2 GENERAL IRRIGATION REQUIREMENTS 1. THE IRRIGATION SYSTEM IS DAGRAMMATIC BASED UPON THE INFORMATION PROVIDED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. THE SUCCESSFUL CONTRACTOR IS 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, STRUCTURES AND UTILITIES AND MAKE THE NECESSARY ADJUSTMENTS TO ACCOMMODATE THE IRRIGATON SYSTEM AS SHOWN ON THE DRAWINGS. THERE MAY BE TIMES 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 THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL A55UME FJLL RESPONSIBILITY FOR ANY REVISIONS AND COSTS THAT OCCUR. 2. THIS 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 A MINIMUM OF 12" OF COVER AND A MAXIMUM Of 18" OF COVER. LATERAL LINE PIPING A WNIMUM 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" INCREMENT5AND MECHANICALLY TAMPED. 4. SYSTEM DESIGN 15 BASED ON PRESSURE AND FLOW INFORMATION PROVIDED BY OTHERS, STATIC PRESSURE WAS GIVEN AS 70 P5I AND THE SIZE OF THE P.O.C. 15 AS INDICATED ON THE DRAWING. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION REPORT DIFFERENCES BETWEEN REQUIREMENTS AND THE ACTUAL READINGS TO THE OWNER'S REPRESENTATIVE. A BOOSTER PUMP MAY BE NECESSARY IF THE REQUIRED PRESSURE IS 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 IN5IDE OF PROPOSED 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 SOLID 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 15 RE5PON5IELE FOR ALL CLEAN UP ASSOCIATED WITH HIS WORK. 9. IRRIGATION CONTRACTOR SHALL ALL PROVIDE THE FIRST WINTERIZATION, SPRING TURN ON, HEAD ADJUSTMENTS AND CONTROLLER MAINTENANCE IN BID. Lim�.com O TO BE MOUNTED IN UTILITY ROOM NEXT TO SERVICE PANEL. Q2 FLOOR INSIDE BUILDING. O GFI RECEPTACLE AND LOCKING SWITCH. I I OV POWER 50URC' FOR IRRIGATION TIMER. SEE LOCAL CODE. ® IRRIGATION CONTROLLER, MOUNT ON INSIDE WALL OF BUILDING. INSTALL WITH PVC ELECTRICAL CONDUIT (GRAY), WITH LONG SWEEP ELBOWS. O LONG SWEEP ELBOW, ELECTRICAL CONDUIT (GRAY) 5CP40 PVC. SEE ELECTRIC CODE. © WALL BRACKET STAND OFF TO ANCHOR CONDUIT TO WALL. SEE LOCAL ELEC., CODES. OELECTRICAL CONDUIT (GRAY), 51ZE I " MINIMUM. FOR I I OV POWER SUPPLY. SEE LOCAL ELECT. CODES. ® ELECTRIC CONDUIT (GRAY) 5CH40, FOR LOW VOLTAGE IPRIGA ION CONTROL WIRE TO REMOTE CONTROL ZONE VALVE. SIZE TWICE THE SIZE OF WIRE BUNDLE. RAINBIRD ESP CONTROLLER NTS SECTION N 4" SLEEVE / 4 1"MAIN (5 /51FTE IRRIGATION PLAN SCALE: I " = 20' 20 0 20 40 NORTH GRAPHIC SCALE (IN FEET) IRRIGATION DETAILS BUILDING PLA5TIC TIE DONM 5TRAP RAIN 5EN50P J MOUNTING BRACKET / WIRE TO IRRIGATION CONTROLLER SECURE WIRE WITH CABLE TIE BRACKET( I OF 2) NOTE: MOUNT 5EN50P ON ANY SURFACE WHERE IT WILL BE EXP05ED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF 5PRINKLEK 5PRAY, NO MORE THAN 300' FROM RECOVER UNIT. MOUNT RECEIVER UNIT NO FURTI-EK 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) TAG -VE BOX WITH COVER: 2-INCH SIZE ISH GRADUTOP OF MULCH 107E CONTROL VALVE: 41N BIRD DV 5CH 80 NIPPLE (CLOSE) 5CH 40 ELL SCH 80 NIPPLE ENGTH AS REQUIRED) CK(I OF4) H 40 ELL MAINLINE PIPE SCH 40 TEE OR ELL SCH 40 MALE ADAPTER LATERAL PIPE o.0-INCH MINIMUM DEPTH OF 3/4-INCH WX5HED GRAVEL SECTION IRRIGATION LEGEND SYMBOL ��} (0 000 aa4Q0 1,000 Q T H TQ F SYMBOL MANUFACTURER/MODEL Rain Bird 1 804 10 5erie5 MPR Rain Bird 1804 12 5erie5 MPR Rain Bird 1 804 15 5erle5 MPR MANUFACTURER/MODEL Rain Bird XCZ- 100-PRF Area to Receive Daphne Rain Bird XFD-OG-1 8 (22) SYMBOL MANUFACTURER/MODEL Rain Bird PGA Globe 0 Rain Bird 5-RC Nibco TI-8 BF Zurn 375 1 " © Rain Bird E5P41VE Rain Bird WR2-R5 Irrigation Lateral Line: PVC CIa55 200 5DR 2,1 — — — — — Irrigation Mainline: PVC CIa55 200 5DR 21 Pipe Sleeve: PVC Schedule 40 Valve Callout # Valve Number # # Valve Flow Valve 51ze 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, OK, AZ, CO & UT CESO wwwoon..,...... 0 W w w of z a W a 3 w z w a LU a- IL z � ru (L (%% Q. O ¢ 4 Z O LnI 'd-IMINI —IZI O CY) N W (D N > Z = C) LLI J J O U) F. ' o Z < H O o U Z wU ZW J O� > > J 0 > W 0 Z /Q V 2020 CESO, INC �r METH OFL o0 ROGER E. BEAL r 1955 NAME: ROGER E. DEAL REG15TRATION NO: LA 4000O 1955 EXPIRATION DATE: 05131/2022 Project No. 757280 Scale R E B Drawn PER Checked T,N Date 03.06.20 Drawing Ttle SITE IRRIGATION PLAN Drawing No. L—^ . O EXTERIOR FINISHES EXTERIOR INSULATED DRYVIT (SANDPEBBLE FINE) FINISH SYSTEM: COLOR: E.I.F.S. 1 = #113 AMARILLO WHITE BRICK WAINSCOT: BELDEN - "MODULAR MIDLAND BLEND A" (GRADE TO PRECAST SILL) FACE BRICK (ABOVE WAINSCOT): BELDEN - "MODULAR HAMILTON BLEND A" BRICK SOLDIER COURSE: BELDEN - "MODULAR HAMILTON BLEND A" THIN BRICK: BELDEN - "MODULAR HAMILTON BLEND A" PRECAST SILL: CUSTOM CAST STONE - "LIGHT BUFF" (REFER TO SILL PROFILE) MORTAR: LEHIGH - "BEIGE" MASONRY SEALER: ALL MASONRY SURFACES SHALL BE TREATED W/SEALER REFER TO SPECIFICATIONS. STANDING SEAM FIRESTONE UNA-CLAD KYNAR 500 / HYLAR METAL 5000 AWNING: FLUOROCARBON STEEL "CHAMPAGNE METALLIC" UNDERSIDE & FRAME TO BE PAINTED SW 6152 "SUPERIOR BRONZE" ROOF SHINGLES: OWENS CORNING DURATION SERIES "DRIFTWOOD" MISC. ROOF VENTS, PAINT TO MATCH SW7046 "ANONYMOUS" FANS, ETC. GUTTER, DOWNSPOUTS, BERRIDGE - "SIERRA TAN" FASCIA & EXPOSED TRIM: STOREFRONT SYSTEM: 2x41/2" KAWNEER TRIFAB VG 451T SERIES CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM W/V INSULATED GLAZING. H.M. DOORS & FRAMES: FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300 SHER-CYRL HPA. COLOR SHALL BE SW-7515 "HOMESTEAD BROWN". PROVIDE MOCK-UP AND VERIFY COLOR W/OWNER. O.H. DOOR FINISH: CLEAR ANODIZED ALUMINUM PARKING LOT STRIPING: SHERWIN-WILLIAMS #TM226 SETFAST TM PAINT. COLOR SHALL BE "WHITE". HANDICAP STALL STRIPING: SHERWIN-WILLIAMS #TM2133 SETFAST TM PAINT. COLOR SHALL BE "ADA BLUE". SIGNAGE SCHEDULE NUMBER DESCRIPTION SIZE 600 LOGO SIGN T-8" X 5'-11" (45 S.F.) PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR 601 LANE INDICATOR SIGN 1 10'4" X T-4" (13.33 S.F.) PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR 602 OPEN SIGN 2'-71/2" X 11 112" (2.52 S.F.) PROVIDED BY OWNER, INSTALLED BY G.C. 603 MONUMENT SIGN REFER TO SHT. A-10a 2 PER LOCAL AND DEVELOPMENTAL RESTRICTIONS 604 LOGO SIGN 4'-11" X 6-5" (31 S.F.) ELEVATION NOTES ILLUMINATED QUANTITY 1. EIFS SHALL BE DRYVIT, CLASS PB DRAINAGE SYSTEM WITH FLUID APPLIED WATER RESISTIVE BARRIER BEHIND INSULATION BOARD. 2. SIGNAGE SHOWN ON THESE ELEVATIONS IS FOR GENERAL REFERENCE PURPOSES ONLY. ALL SIGNAGE SHALL BE APPLIED FOR & PERMITTED UNDER A SEPARATE SIGNAGE SUBMITTAL. 3. G.C. SHALL PROVIDE BLOCKING IN STUD WALL BEHIND EACH SIGN AS REQUIRED BY SIGN VENDOR - FIELD VERIFY REQUIREMENTS W/ VENDOR & OWNER'S REPRESENTATIVE. 4. ALL FLASHING, RIDGE CAPS, DRIP EDGE ETC. SHALL MATCH GUTTER & DOWNSPOUT MANUFACTURER'S STANDARD DETAILS. PROVIDE VENTED RIDGE CAP WHERE SHOWN. 5. EXHAUST FAN, VTRS & SIMILAR ITEMS ON ROOF SHALL BE PAINTED TO MATCH ROOF. 6. GLAZING AT ALL STOREFRONTS SHALL HAVE A VLT NOT BELOW 40% AND THE VLR TO EXCEED 30%. 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SILL.rrr. �rrrrrrrrrrrurrr. irrr�.rir .rrrrrrrrrrr� �rr� rrr. �.-. ®® .rrrrrrrrrrr��rr��rrr.�. �. .rrr. �rrrrrrrrrrrurrrurrrrrir �rr� .rrrrrrrrrrr� �rr� �rrrr.-. .rrr. �rrrrrrrrrrrurrr. �rrrrrir �rr� .rrrrrrrrrrr� �rr� rrr. �.-. .rrr. �rrrrrrrrrrri.rrr. i.��.rirl • "^,L:I MINE �rr� .rrrrrrrrrrr��rr��r�.��.o • I CONT. RIDGE VENT - BRIDGE HEIGHT +�/_22'-7" A.F.F. ASPHALT SHINGLES (SEE EXT. FINISH NOTES AND ROOF PLAN) SECURITY CAMERA. — SEE SECURITY PLAN ALUM. GUTTER, FASCIA & DOWNSPOUTS V+/-1 SOFFIT +/-13'-5" A.F.F. FACE BRICK BRICK SOLDIER COURSE FACE BRICK CONT. PRECAST CONC. SILL myT.O. SILL +4'-0-0" A.F.F. BRICK WAINSCOT EXHAUST VENT CAP (SEE MECHANICAL) VTR - VERIFY QUANITY & LOCATIONS (SEE PLUMBING) — SECURITY CAMERA. (SEE SECURITY PLAN) ALUMVA� GUTTER, & D.S. (TYP.) B.O. 7A. FI� /-13'-5" A.F.F. FACE BRICK ICK SOLDIER E WALL MOUNTED LIGHT (TYP.) CENTER OVER DOOR FACE BRICK CONT. PRECAST CONC. SILL T.O. SILL- +4'-0" A.F.F. BRICK WAINSCOT S�T.O.T.O A.F.F. NNI NNI NNINININNIN MIMI NNINNINNIMIMIE NNN IN IN IN FINISH MATERIALS TO CONT. BELOW SIDEWALK THIS LOCATION (SEE CIVIL) OVERALLFRONT EXTERIOR El .rrrr� .rrrr� �rrrr. �rrri . .rrrr� ` .rrru� rr PRE -FINISHED ALUM. OVERHEAD •••WITH CLEAR GLAZING PANELS, TYP. - ��eloe��w 1 A3.1 _ T.O. TOWE +/_28'-11" A.F.F. NOTE: CENTER SIGN ON ROOF PEAK & AWNING BELOW. FIELD VERIFY ALL CONDITIONS B.O. SOFFIT OL METAL AWNING LIGHT (TYP.) CENTER -J PROVIDE 6" TALL VINYL ADDRESS NUMBERS AS REQ'D FACE BRICK T.O. ILL +4'-0" A.F.F. BRICK WAINSCOT - ALUM.STOREFRONT T.O. SLABjl 0'-0" A.F.F. CESO WINN'.CESOINC.COM 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 43"584 FAX: (888) 2084826 N o N N w y N <h N 0 0 0 0 O m N Q (D> Z Lu aJ = J U> J U) LU Z0 Q � (n = Z U LU Z J > 0� Q C) > rr Lu Z Q 2020 CESO. INC Scale AS NOTED Drawn CESO Checked ELM Date 06.30.20 Drawing Title EXTERIOR ELEVATIONS Drawing ND. A-3a EXTERIOR FINISHES SIGNAGE SCHEDULE ELEVATION NOTES EXTERIOR INSULATED DRYVIT (SANDPEBBLE FINE) NUMBER DESCRIPTION SIZE ILLUMINATED QUANTITY 1. EIFS SHALL BE DRYVIT, CLASS PB DRAINAGE SYSTEM WITH FLUID FINISH SYSTEM : COLOR: E.I.F.S. 1 = #113 AWHITE 600 LOGO SIGN 7-4- X 5'-11" (45 S.F.) INTERNALLY 2 APPLIED WATER RESISTIVE BARRIER BEHIND INSULATION BOARD. BRICK WAINSCOT: BELDEN - "MODULAR MIDLAND LANNDD B BLEND A" PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR (GRADE TO PRECAST SILL) 2. SIGNAGE SHOWN ON THESE ELEVATIONS IS FOR GENERAL 601 LANE INDICATOR SIGN 10'-0" X T-4" (13.33 S.F.) NO 3 REFERENCE PURPOSES ONLY. ALL SIGNAGE SHALL BE APPLIED FACE BRICK (ABOVE WAINSCOT): BELDEN - "MODULAR HAMILTON BLEND A" FOR & PERMITTED UNDER A SEPARATE SIGNAGE SUBMITTAL. PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR BRICK SOLDIER COURSE: BELDEN - "MODULAR HAMILTON BLEND A" 602 OPEN SIGN 2'-71/2" X 111/2" (2.52 S.F.) INTERNALLY 2 3. G.C. SHALL PROVIDE BLOCKING IN STUD WALL BEHIND EACH SIGN THIN BRICK: BELDEN - "MODULAR HAMILTON BLEND A" AS REQUIRED BY SIGN VENDOR - FIELD VERIFY REQUIREMENTS W/ PROVIDED BY OWNER, INSTALLED BY G.C. VENDOR & OWNER'S REPRESENTATIVE. PRECAST SILL: CUSTOM CAST STONE - "LIGHT BUFF" (REFER TO SILL PROFILE) 603 MONUMENT SIGN I REFER TO SHT. A-10a 2 INTERNALLY 4. ALL FLASHING, RIDGE CAPS, DRIP EDGE ETC. SHALL MATCH MORTAR: LEHIGH - "BEIGE" PER LOCAL AND DEVELOPMENTAL RESTRICTIONS GUTTER & DOWNSPOUT MANUFACTURER'S STANDARD DETAILS. PROVIDE VENTED RIDGE CAP WHERE SHOWN. MASONRY SEALER: ALL MASONRY SURFACES SHALL BE TREATED W/SEALER 604 LOGO SIGN 4'-11" X 6-5" (31 S.F.) INTERNALLY 1 REFER TO SPECIFICATIONS. 5. EXHAUST FAN, VTRS & SIMILAR ITEMS ON ROOF SHALL BE STANDING SEAM FIRESTONE UNA-CLAD KYNAR 500 / HYLAR METAL 5000 PAINTED TO MATCH ROOF. AWNING: FLUOROCARBON STEEL "CHAMPAGNE METALLIC" UNDERSIDE & FRAME TO BE PAINTED SW 6152 "SUPERIOR BRONZE" 6. GLAZING AT ALL STOREFRONTS SHALL HAVE A VLT NOT BELOW 40%AND THE VLR TO EXCEED 30%. ROOF SHINGLES: OWENS CORNING DURATION SERIES "DRIFTWOOD" MISC. ROOF VENTS, PAINT TO MATCH SW7046 "ANONYMOUS" FANS, ETC. GUTTER, DOWNSPOUTS, BERRIDGE - "SIERRA TAN" FASCIA & EXPOSED TRIM: STOREFRONT SYSTEM: 2x41/2" KAWNEER TRIFAB VG 451T SERIES CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM W/V INSULATED GLAZING. H.M. DOORS & FRAMES: FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300 SHER-CYRL HPA. COLOR SHALL BE SW-7515 "HOMESTEAD BROWN". PROVIDE MOCK-UP AND VERIFY COLOR W/OWNER. O.H. DOOR FINISH: CLEAR ANODIZED ALUMINUM PARKING LOT STRIPING: SHERWIN-WILLIAMS #TM226 SETFAST TM PAINT. COLOR SHALL BE "WHITE". HANDICAP STALL STRIPING: SHERWIN-WILLIAMS #TM2133 SETFAST TM PAINT. COLOR SHALL BE "ADA BLUE". (ORIDGE HEIGF 1_22'_T' A.F.F EXHAUST VEN (SEE MECHAI VTR- VERIFY & LC (SEE PI SECURITY CAI SEE SECURITY ALUM. GL FASCIA & D.S. B.O. SOFFIT FACE BRICK BRICK SOLDIE COUR4 FACE BRICK -FT.O. SILL _ +4'-0-0" A.F.F. BRICK WAINS -FT.O. SL .F _ 0�'-0" A.F.F. REF PLUMBING CONT. BELOW SIDEWALK FRAME WHERE FLANGE MEETS MASONRY THIS ELEV. (SEE CIVIL) OVERALLLEFT ��� EXTERIOR ELEVATION J SCALE: 1/4" = 1' 0" 3 A3.1 T.O. TOWER 28'-11"A.F.F. B.O. "A.FI� H-23'-4" A.F.F. .I.F.S. 1 (TYP.) HIN BRICK :E FLASHING VALL BEYOND B.O. "A.FI� H-13'-5" A.F.F. :TAL AWNING IOW GUARDS RRINGBONE PATTERN FACE BRICK <ROWLOCK BORDER VT. PRECAST VC. SILL T.O. SILL +4'-0" A.F.F. K WAINSCOT T.O. 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INC z scale AS NOTED Drawn CESO Checked ELM Date 06.30.20 Drawing Title EXTERIOR ELEVATIONS Drawing No. A-3 b