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HomeMy WebLinkAboutSDP202000051 Plan - Revision 2020-12-09 (2)VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 CONTACT: GARLAND WATKINS PHONE: (804) 840-1992 EMAIL: GARLAND.WATKINS@VALVOLINE.COM �nrr+rnr�r-o. 3601 RIGBY RD. SUITE 300 MIAMISBURG, OH 45342 CONTACT: KELLY SCHWIETERMAN PHONE: (937) 401-3413 EMAIL: SCHWIETERMAN@CESOINC.COM CONSTRUCTION MANAGER VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 CONTACT.,JOHN WILLEY PHONE: (859) 221-8641 EMAIL: JOHN.CULLEY@VALVOLINE.COM ARCHITECT: CESO, INC. 175 MONTROSE W. AVE SUITE 400 AKRON, OH 44321 CONTACT: HEATH MINYARD PHONE (479) 321-3225 EMAIL: MINYARD@CESOINC.COM GOVERNING AGENCIES AND UTILITY COMPANIES VARIOUS UTILITIES THAT DO WORK WITHIN VARIOUS PARTS OF THE CITY/COUNTY ARE LISTED BELOW AS AN INITIAL AID TO THE ENGINEER. PLEASE VERIFY LOCAL UTILITIES IN THE VICINITY OF THE SITE AND INCLUDE THEIR CONTACT INFORMATION ON THE PLANS ACCORDING TO THE FOLLOWING FORMAT: SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 WATER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 STORMWATER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 ZONING: ALBEMARLE COUNTY ZONING 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 296-5832 PROPERTY DATA: PARCEL OWNER: TM: PARCEL ID: ADDRESS: PROPERTY AREA: ZONING: ADDITIONAL ZONING OVERLAYS: EXISTING USE: PROPOSED USE: FLOODPLAIN: DISTANCE FROM PROPOSED INGRESS/EGRESS TO NEAREST STREET INTERSERCTION BUILDING SETBACKS/REQUIREMENTS GAS SERVICE: CHARLOTTESVILLE GAS CONTACT: IRENE PETERSON EMERGENCY: (434) 970-3812 ELECTRIC: DOMINION VIRGINIA POWER CONTACT: KELVIN PARKER EMERGENCY: (434) 972-6738 COMMUNICATIONS: EMBARQ/CENTURYLINK CUSTOMER SERVICE: (434) 974-6928 FIRST GOLD LEAF AND TRUST 45-111C CITY OF CHARLOTTESVILLE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PRIVATE SITE IMPROVEMENT PLANS FOR VALVOLINE INSTANT OIL CHANGE SIGNATURE BLOCK DEVELOPMENT PLANNER DATE DEVELOPMENT ENGINEER DATE ALBEMARLE COUNTY SERVICE AUTHORITY DATE ALBEMARLE FIRE RESCUE DATE ARCHITECTURAL REVIEW BOARD DATE ALBEMARLE BUILDING OFFICIAL DATE VIRGINIA DEPT OF TRANSPORTATION DATE 04500-00-00-111CO GANDER DRIVE CHARLOTTESVILLE, VA 22901 49,546.90 SQ. FT. (1.14 AC.) HIGHWAY COMMERCIAL (HC) ENTRANCE CORRIDOR DISTRICT AIRPORT IMPACT AREA UNDEVELOPED VACANT LOT MOTOR VEHICLE SERVICE AND MAINTENANCE ENTIRE SITE IS IN ZONE X - AREA OF MINIMAL FLOOD HAZARD FEMA MAP NUMBER: 51003CO279D, EFFECTIVE 02-04-2005 APPROXIMATELY 418 FT. ALONG GANDER DR. CENTERLINE REQUIRED PROPOSED FRONT (MINIMUM)*: 10' FROM THE R.O.W. OR THE 89.8' (ROUTE 29) EXTERIOR EDGE OF THE 70.4' (GANDER DRIVE) SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE R.O.W. FRONT (MAXIMUM)`: NONE, ON ANY LOT, INCLUDING A CORNER LOT, ABUTTING A PRINCIPAL ARTERIAL HIGHWAY OR INTERSTATE SIDE: NONE 51.5' - 123.7' BACK: NONE 82.50' *FRONT SETBACK APPLIES FOR BOTH ROUTE 29 AND GANDER DRIVE MAXIMUM BUILDING HEIGHT: 65' 28.9' (1 STORY WITH BASEMENT/LOWER LEVEL) MAXIMUM SQ FT COMMERCIAL USE: 22,533.90 SF (LEASE AREA) BUILDING AREA: 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% PARKING SETBACKS/REQUIREMENTS FRONT: 10, 14' SIDE: 0' 27.7' - 22' REAR: 0' 31.6' STALL DIMENSIONS: 10' X 18' 10' X 18, PARKING CALCULATION: TOTAL PARKING SPACES: 12* 13 (11 ADDED +2 EXISTING) ADA PARKING SPACES: 1 2 *AUTOMOBILE SERVICE STATION: ONE SPACE PER EACH EMPLOYEE PLUS TWO SPACES PER EACH SERVICE STALL # EMPLOYEES: 6 # SERVICE STALLS: 3 (1 * 6 EMPLOYEES) + (2 * 3 SERVICE STALLS) = 12 PARKING STALLS CHARLOTTESVILLE, VA 22901 PROJECT/LEASE AREA MARCH 2O20 SHEET LIST TABLE CIVIL DESCRIPTION C1.0 TITLE C2.0 EX. CONDITIONS & DEMOLITION PLAN C3.0 SITE PLAN C4.0 GRADING PLAN C5.0 EXISTING DRAINAGE C5.1 PROPOSED DRAINAGE PLAN C5.2 STORM SEWER PROFILE C5.3 DRAINAGE DETAILS C5.4 DRAINAGE DETAILS C6.0 UTILITY PLAN C6.1 UTILITY PLAN DETAILS C7.0 CONSTRUCTION DETAILS C7.1 CONSTRUCTION DETAILS C7.2 DUMPSTER ENCLOSURE DETAIL C8.0 PHOTOMETRIC PLAN L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE PLAN L1.2 LANDSCAPE DETAILS L2.0 IRRIGATION PLAN TOTAL NUMBER OF SHEETS: 19 TM 45-111A FIRST GOLD LEAF LAND TRUST WENDELL WOOD, TRUSTEE ZONING: HC PARCEL ID: 04500-00-00-11100 USE:VACANT TM 45-11A PLANTERS BANK & TRUST COMPANY OF VIRGINIA ZONING: HC PARCEL ID: 04500-00-00-11 1A0 USE:BANK I� TM 45-11 C FIRST GOLD LEAF ND TRUST ZONING: C PARCEL ID: 04500-P-00-111C0 U.S. ROUTE 29 SEMINOLE TRAIL VARIABLE WIDTH R/W 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). TM 45-110C FIRST GOLD LEAF LAND TRUST ZONING: HC PARCEL ID: 04500-00-00-11000 USE: SHOPPING CENTER • � k 1 TM 45-110 PTAP INVESTMENTS LLC & f APTAP INVESTMENTS LLC ZONING: HC PARCEL ID:04500-00-00-11000 USE: SHOPPING CENTER s ABUTTING PARCEL MAP 1"=100' © 2020 Microsoft Corporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus DS VIRGINIA 30116010141201 CHARLOTTESVILLE RICHMOND LOCATION MAP NO SCALE Faae59 Schewel Furniture Company Rivanna PlazaQ ® Dunkin Budget Car Rental Q Anytime Fitness O e ©Atlantic u,�. Classics Gymnastics Center V Goodwill Store and Donation Center... Safelite AuloGiass VICINITY MAP NITS PHASE I (SDP2006-61) OVERALL PARKING PHASE 1 BLDG SUMMARY CHANGE REVISED BLDG SUMMARY RETAIL USE (S.F.) 1025 -10250 0 BANK USE (S.F.) 3090 3090 FOOD USE (S.F.) 5000 -5000 0 OFFICE USE (S.F.) 65650 -15250 50400 GROSS FLOOR (S.F.) 83990 53490 GROSS LEASABLE AREA (809/6) (S.F.) 67192 42792 REQUIRED PARKING STALLS PER 1000 S.F. 4.75 4.75 REQUIRED PARKING STALLS 320 204 VIOC REQUIRED PARKING STALLS 12 12 TOTAL REQUIRED PARKING STALLS 320 216 LOADING SPACES REQUIRED 4 -1 3 PARKING STALLS PROVIDED 322 (7 HC) 4* 318 (7 HC) LOADING SPACES PROVIDED 4 -1 3 * 15 PARKING STALLS REMOVED AND 11 PARKING SPOTS ADDED FOR A NET CHANGE OF (4) STALLS FROM APPROVED SITE PLAN SDP2006-61 SURVEY PROVIDED BY: U.S. SURVEYOR 4929 RIVERVVIND POINTE DRIVE EVANSVILLE, IN 47715 CONTACT: MICHAEL FELDBUSCH PHONE: 1-(800)-867-8783 EXT. 208 M FELDBU SC H@ USS U RV EYOR.0 OM CESO PROVIDES NO GUARANTEE TO THE ACCURACY OF THE SURVEY PROVIDED BY U.S. SURVEYOR. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID AND CONSTRUCTION. 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 laa $1'.com T- � CARE FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.!42 WWW PHONE: (937) 4354584 FAX: (888) 20a4826 N N N N N N 0 Cl! O N O o o o o N N E J � 1- C ui o w g > � m � 3 rn w 0 > w N Of a a U5 0- a C/) CI) 3 3 't C) Q Q Z U Z Z Z m Z Q 3. w F- F- F- Z r~ it rn rn rn a to w Q 4¢ O Q Q Z Z Z Z Z w w w w Z O n to to V co N O Z O a7 N N LIJ Z Q LU = J UJ J U) Ow Z a Z = LU U Z_ LU J i 0 Q w 0 Z a 2020 CESO, INC ZACHARY DAVID v " 12/08/2020 Project No. 757280-01 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title TITLE Drawing No, C1.0 TOC=459.54' Q INV=455.51 Q(' / \ 1V 02e- FD / / P.O. B. LESE P AO . C . ASpyq/T 469 . 0 TBM/{1 FOUND 1/2"REBARGY/ / \ "OAK L/NC LNCAP _ e P.O.B. 5" OAK "" D 6S. 5V4400• LEASE \ 47 N F "CPP 3) j � � f `n Pa 8 W PLANTERS BANK & TRUST 1 PWZ,7q/N/AELEC ^' COMPANY OF VIRGINIA d PbYERESMT BK 4659. PG 32 FOUND 1/1"REBARW1 O93925 G j` I PARCEL#04500-00-00-111AO L/NCCZN04P \GS52 7 \ S S�l3 h/ %S 1 ' / FOUND 1/2"REBAR 6 Rg. ) ?� \ \ S" 7S 6Y/L/NCOLN 5/bAK /4 LE ERU/C / \ \ 7,F 7S 301 CONTROL CAP 91 4• / � PGS B / ° a l 2 \ \ s / / 7 � / -� ,moo / 1o0D 2 / \ \ ... ss•�S 41.. F v / 5.. OAK /C�F / l \... \� 7. GS9 /O /b ° I \ 461 / TELECO ESMT 9q, N �� / I VACANT _ �// \ N BUILDINGSAT / TII E OF SURVEY LEASE 21533.90 Sq. Feet F \ •/ O / `- INV S=453.03' e � fppp 7 FOUND 1/2"REB,4/�GU/ -1 �-- L/NCOL CAP 5" OAK TOC= 3.15 / V= 39.82' \ i TOC=456.95 / \ �6. 4 INV=441.75'jjS��A (( 2^ r Y'zs e \ 4 / v z N - 41 S ' 446GN G OLI G'p 1n tv 01 II�7�1/° C/TYF /\OTTESV/LLE�ES \ H L z„`N / TOC=456.64' ALB RLE \ OB4S92 INV=446.69' _ / I III SSGYR ESMT �OUNO 1/2"REBARW1 ® h� I I I' I I I 7 7 p 00 L/NCOLN040 o $�. I MULTI RU IV BIRCH 2000 r m ULTI-T UNK / VE BIRCH TOC-456.761 9q J I INV=449.91' MI 41' OAK r / O VARIABL l �ry�/ 11 . /, // /� -` J \ 6-� 3 AS/S DRAIN 41 .5 } PARCEL B W �R N/F 19,5 / /lI N/F A FIRST GOLD LEAF LAND TRUST 'J / \� PTAP INVESTMENTS LLC ET AL 08 i41 ` BK 865. PG 165 BK 4659. PG 32 % PARCEL#04500-00-00-111CO PARCEL#04500-00-00-11000 / 49546.0 SQ. FT. PRiM f 1.14 AC. C/00 ALBEMARLEDEEDESMT f � 7 �W/ 1094959 �/ap PGS32 S` 7J� / O PGS643NT \/ i \° / \ n o \ N 2 26" 20 0 20 40 GRAPHIC SCALE (IN FEET) 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' T DEMOLITION PLAN GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LOCAL JURISDICTION, AND ALL UTILITY PROVIDERS \/ LOCATED ON -SITE AND IN THE RIGHT OF WAY. \ 2. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER LOCAL PROJECT SPECIFICATIONS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL STATE/LOCAL ONE CALL AND CONTACT ALL UTILITY / COMPANIES TO SCHEDULE UTILITY SERVICE REMOVAL AND/OR ABANDONMENT. ALL UTILITIES SHALL BE REMOVED AND/OR RELOCATED PER THE SPECIFICATIONS OF THE UTILITY COMPANIES. THE CONTRACTOR / IS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITH THIS WORK. \ 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION REGULATIONS. / 5. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION M / APPROVED BY THE GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FOUNDATIONS, h" 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 a / \ DEMOLITION AND DISPOSAL. N 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL Z-/, TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL J \ 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 IS INCURRED TO ANY OF THE SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 1 � 8. SAW -CUT AND REMOVE TO FULL DEPTH AT ALL PAVEMENT/SIDEWALK LIMITS OR TO EXISTING JOINTS. a°j ®®® 49 <79 (� ° 4?p 9. CONTRACTOR SHALL MAINTAIN A WELL -DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION. - 01_ �g CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUCTION. 10. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO ?0" \ WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. 5 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. 2 a0 \ 13. FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTING s FROM THE REMOVAL OPERATION. \ 14. ALL MATERIALS AND STRUCTURES DESIGNATED AS "TO BE REMOVED" SHALL BE DISPOSED OF OFF SITE VAR/ABLEGY/OTH, AND AT THE COST OF THE CONTRACTOR. EASEMENT 093577PG 651 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. NFIRST GOLD LEAF LAND TRUST 17. THE CONTRACTOR SHALL STRIP AND REMOVE (OR STOCKPILE) ALL TOPSOIL PRIOR TO COMMENCING WITH WENDELL W WOOD, TRUSTEE ANY EXCAVATION OR DEMOLITION. BK 4659. PG 32 PARCEL#04500-00-00-11100 sqN N� \ L ALBEMARLESERV/CEAUTHOR/TYESMT OB 4992 � PGS284 y TOC-45 .93' r INV=43 .73' 1000 \ D 3 2 / \ FROMAPRRO�ED S/TEPCAN/ \ >2 \ >g 46Sg >>B\ \\ ,3 30' \ �S 6,5. \ \ \ \ \sot\ \ \ 90'1cR/1147Z7ACCESS \ \ EASEMENT \ DB4659PG32 LEGEND EXISTING FEATURES LEGEND APPLIES TO ALL CIVIL SHEETS R/W RIGHT OF WAY LINE - - - - PARCEL LINE SUBJECT PROPERTY BOUNDARY LINE - EASEMENT LINE - CURB - EDGE OF PAVEMENT EDGE OF WALK PAVEMENT MARKINGS STORM SEWER STM SANITARY SEWER SAN WATER LINE IN GAS LINE G OVHD ELECTRIC LINE OHE UGND ELECTRIC LINE UGE UGND TELECOMM LINE UGT - - - f0o - - MAJOR CONTOUR - - - - f02 - - MINOR CONTOUR - nnnnnnnnnnnnnnnnnnnnnnnnnnnnnn GUARDRAIL NO BUILD AREA MONUMENT FOUND c/p CLEAN OUT ® MAG NAIL FOUND ®D STORM DRAIN MANHOLE BENCHMARK Os SEWER MANHOLE H WATER VALVE p TELEPHONE BOX p WATER METER T® TELEPHONE MANHOLE HYDRANT re TELECOMMUNICATIONS PEDESTAL vD�r 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 • = s • LIMITS OF DISTURBANCE TBR TREES TO BE REMOVED 'Com aume Nlmr CAR E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO rrr.ssssi�s.es■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.!12 PHONE: (937) 435 8584 FAX: (8a8) 20BA826 c 0 E a U) ¢ a k C F- 2 U) h CIO 0 Ui w if z W w a a U) U) J v cn ¢ ¢ z uu)) a a a 0 a W H F F Z H F U) U) a) a U) w z z z a z F- GL E : [ GL z u r- 0 W) V Cn N o z O CV W N Z Q W = J U� J_ 0_u z U) z _ WU J i 00 / Q fQ V 2020 CESO, INC ZACH ARP DAVID FRESH . Nu-W&060tA V I� " • 12/08/2020 Project No. 757280-01 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title EX. CONDITIONS & DEMOLITION PLAN Drawing No, C2.0 OAK FOUND 112"19EBARW1 / L/NC LN04P „h / LEGEND SITE PLAN GENERAL NOTES: 5" OAK D B3'3 244q�� N/F �� EXISTING .4.. 1 " 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS, INCLUDING W PLANTERS BANK & TRUST BUT NOT LIMITED TO O.S.H.A. STANDARDS. REFER TO EX. CONDITIONS AND DEMOLITION 15'U/RG/N/AELEC Q v COMPANY OF VIRGINIA / PLAN SHEET FOR EXISTING FEATURES LEGEND SRWERESMT 9 BK 4659. PG 32 a 2. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION. OB3925 / S PARCEL#04500-00-00-111AO MAINTENANCE USE AND / / PROPOSED PGS52 / S•ZS EASEMENT AGREEMENT ALLOW = / 3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE, BUILDING 7 5 47 „ VALVOLINE TO USE PARKING BUILDING CESO DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT. DB 05094 S" 7S PGS 721 - 749 / CONCRETE CURB 5.0 F 3p, 4. REFER TO CONSTRUCTION DETAILS / GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS. 5" OAK BEM.4E E VICE PAVEMENTMALK ■\■.ttttltt.tt■ ,4 OR ESMT R24.0 % 5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE H E: (9 ROAD, SUITE 300, MIFAX. (888)URG, OH.45342 / PHONE: (937) 435-a584 FAX: (fi88) 2094826 DB4332 / PGS294 200 % / STATE SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). / R3.50 (5 \� s S / 6. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED CONCRETE N ry N N N N C� 24.0 G" " (TYP.) / 3?' ` _ / / PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. . o o rn � `r o N p 8. ALL JWNHUCJI1HLLlVINYLTYYIr17117CJIHICJUYYLCMCNIIVIKCrWiNUHLVrUNICVKMIKFVtIIIVIVIKVLUCVIICJ. BLACKCULURIUPSEALANI O yw J a rd 11 11 y R5.0 1 20' O=�2 O Q' O 4 R5.0 9. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH THE STATE DOT AND THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ASPHALT PAVEMENT CENTRAL TELE CO ESMT = �- \\ ,0 % R5.0 O}h���� a. LANE LINE: 6"WHITE OB3919 / 6 \O ! 39.0 Q¢�o b. PARKING STALLS: 4" WHITE tV PGS599 ^..% + 4 O PARKING SPACE COUNT 7 15.50 Y + + 0 a STOP LINE: 24" WHITE L + 10 89.80 8 Y. + J. CROSSWALKS: LONGITUDINAL 24" WHITE (PER VDOT STANDARDS) p j ; `: '\ + + + ♦ ♦ j/\ DETECTABLE WARNING MAT. SQ f. e. + 18.0 ♦ " �[ / \ e. HANDICAPPED STALLS: 4" YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS L VIOC 26.52 \ + J z ao y GANDER DRIVE \ ♦ / = LIGHT POLE E A = 2,080 SF; H = 28'-11" /;$ / 10. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE. a { 70.44 18 ` CONCRETE BUMPER BLOCK ¢ 2 � 11. ALL LIGHT POLES TO BE LOCATED 2' FROM BACK OF CURB AS MEASURED FROM THE FACE OF POLE FOUNDATIONS, UNLESS OTHERWISE � w y 5" OAK AK 24.0 `.' ♦ WRLABLEW197HACCES,NOTED ON PLANS. m � �W EASEMENT 3 R24.0 % / \ f ` 3 �� DB3577PG 951 12. ANY SIDEWALK, EXISTING CURB, OR PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPLACED. z w R12.0 • / w W ♦ ti 13. PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED. Q 2 LBE ARL ER�rc c 7 %% / 59s8 p ry/z ARCHITECTURAL REVIEW BOARD NOTES: a a55 LITHO / ESMT 16 .� % (yam 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 m m 0 a O ° ' 20.0 c ♦ FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES ACT BE ELIMINATED.N/F cp Cl)a) = ❑ ❑ JQ ❑ w .6.0 ♦ ACCESSIBILITY GUIDELINES. � R z z 0: w FIRST GOLD LEAF LAND TRUST v m Q 1= Q rn C 17 / WENDELL W WOOD, TRUSTEE z z z z Q Ilk AK \ a ;' . 3 11 BK 4659. PG 32 15. PRIOR TO FINAL ACCEPTANCE OF STORE BY OWNER, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH. Q a < a a w _ R5.0 C O �� PARCEL#04500-00-00-11100 0- IL 0- m d UL > r F- F- z LU r~ co �} \ 2" MAGNO g2.33 1 (TYP) O r O ,�. 16. ALL CURB RADII TO BE 5', UNLESS OTHERWISE NOTED ON PLAN. Cl) Cl) a Cl)w rn 18.0 �� a a a O Q a z \ TYP. / V ryh^ 17. KNOX BOX FOR FIRE ACCESS REQUIRED FOR BUILDING. LOCATION TO BE COORDINATED WITH FIRE MARSHAL'S OFFICE. z z z z z O v 2" HOLL a,. ���a 20.0 5 ( 24.0 ' / C/TYYZ �L TESU/LZEES�I7� OB 49 a 2 2 ALB�RLE \ 59223.78 (TYP.) R2.0 3� m n v c� w z SSWR ESMT sOD 7.73 �.. ° ♦ a �l )A �99^97 9 V� cc / � 7 � ULTI RU v/ /N%ELT : N � � O c� NV ALBEWRLESERULCEAUTHOR/TYESMT � IV BIRCH p R10.0 � 99-47W / 7.0 � z¢Oo PGS HO LL ° PGS294 I 11 5 \ N I** I N ULTI-T LINK 7 (TYP.) uJ Q VE IRCH 10.0 5.5 (TYP.) ( 1L 7000 18.0 20.0 I z / RIR BIRC K Ly D \ R6.0 - O 7 (TYP.) Q w a _ J 4" OAK 2' OLLY 411.0 4 5.5 4 R2.50 J VARIA16.0 BL WIDTH co y� RAIN E E E Ni \ 40.0 % \ \ d a \ .0 01 0 S D 40. PG 6 0 R5 43 >5"HOPE@ >B% 4 � ° 90&APPR0VED \ - 9,TEPLAN/ . f i \ 2.0 11 / /V 6 B 4 \ % O (TYP.) % o . O 65°Sp, F 1 S/H I 6 /:. \5.5 21.33 I J 5.0 9 - T PARCEL B pTAP INVESTMENTS LLC ET AL 325 / /- / 4 a d 4 0 + + + + Z 1 FIRST GOLD LEAF LAND TRUST . /_; / + + + C) BK 865. PG 165 BK 4659. PG 32 (M% 9� 90' / -- 12 1.1.5 I W PARCEL#04500-00-00-1 11 CO PARCEL#04500-00-00-11DOD / / + + z Lu 49546.9 SQ. FT. 1.14 AC. ALBEMARLEDEEDESMT 43.0 /. /. ' + + + J - O949,f9 %. 5.0 j 5.5Q4 + 18.0 p PGS32 \ fl. VIOC / + J / 3 GANDER DRIVE a,.f 2 3 > w o �' 0 0 CODED NOTES: / A = 2,080 SF; H = 28'-11" R5.0 10 z 1. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE AND PAVEMENT MARKINGS. REFER TO CONSTRUCTION DETAILS. 16.0 4 / , / . Q 2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO CONSTRUCTION DETAILS. I R12.0 `/ 5.0 I 2020 CESO, INC 3. FLUSH CURB /: 0 6 4. TRANSITION CURB TO FULL HEIGHT IN 10' I j/ 43.0 ��ALTHOFpI 5. PROPOSED PAVEMENT MARKINGS. _o 24.0 / \ . ZACHARY DAVID 6. ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS I 6 FRESHTvlia 7. CONCRETE WALK, PER CONSTRUCTION DETAILS 5.0 / / > / . L . N 6 8. CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT, PER CONSTRUCTION DETAILS. I / / / 13 S • / SIONAL 20 0 20 40 9. PROPOSED MONUMENT SIGN, PER SIGNAGE PLAN. GENERAL CONTRACTOR TO PROVIDE ENTIRE BASE FOR MONUMENT SIGN. � `�. % 14 5.5 ° 12/08/2020 10. DUMPSTER ENCLOSURE & CONCRETE PAD. SEE C7.2. / 2 Project No. 757280-01 GRAPHIC SCALE (IN FEET) / IV Scale AS NOTED 11. LIGHT POLE BASE, PER UTILITY DETAILS. �° �.�6•�' ` O I J 12. PROPOSED BIKE RACK, PER CONSTRUCTION DETAILS. * % . 4 Drawn gAg t 5 �% 8.0 4 Checked �� TJV 13. GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR BELL RINGER. CONDUIT TO BE INSTALLED UNDER CONCRETE SIDEWALK, ADJACENT Ia Date 03.06.20 TO BUILDING, AND STUB OUT OF CONCRETE CURB. REFER TO ARCHITECTURAL PLAN, A3.2, FOR ADDITIONAL INFORMATION. Dig With (TYP') 7 11.0 3 2 Drawing Title ��0 C-kO o 14. CONDENSING UNIT. REFER TO MECHANICAL PLANS. 20.0 1t R2.0 15. GENERAL CONTRACTOR TO PROVIDE ANCHOR DIAMOND PRO RETAINING WALL OR EQUAL. RETAINING WALL FACADE TO HAVE SMALL FORTY-EIGHT (48) HOURS BEFORE DIGGING ISTHE CONTRACTORS SHALL O \ � SCALE BLOCK WITH MUTED EARTH TONE COLOR. SEE DETAILS FOR TYPICAL SECTION. SEE GRADING PLAN FOR ELEVATIONS. HEIGHT TO COMMENCE, ~/ C ` I SITE PLAN VARIES (MAXIMUM HEIGHT OF 4.25') NOTIFY THE FOLLOWING AGENCIES: VIRGINIA \ 5.0 k SO D ALL OTHER AGENCIES AGENCIES L AT 811 R 52 WHICH MIGHT -7001 � HAVE 16. GUARDRAIL PER VDOT STANDARD DETAIL GR-2. UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA 17. PROPOSED UTILITY EASEMENT. SEE UTILITY PLAN ONE CALL. ENLARGED PLAN: ACCESSIBLE PARKING AREA Drawing No, 18. PROPOSED CROSSWALK PER VDOT STANDARDS. 1 =10 C3.0 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' 56.64 5.69' Ol ,i �0) tiW ��U Q' $p 4 .i �N4v [�• TOC=456 94' INV N=453.09' INV S=453 03' 4 5" OAK 5" OAK I/ of 44 J ry 4 Nv ,./K45 t � 5" OAK 456. OAK / J � � ® / / TW=451.88 j BW=451.88 n� vj TW=456.02 oAK BW-452.10 � _N Q ^ Cmo � n ^n/ 2 = 5 CA /4" OAK 7� / i PARCEL B N/F FIRST GOLD LEAF LAND TRUST BK 865. PG 165 PARCEL#04500-00-00-1 11 CO 49546.9 SQ. FT. I 456.21 L O � rBM1l1 Nq< r OAK FOUND 1/2"REB.4RW1 L/NC LNC,9P D 6S•' / j 2q 4�00, 3j ��..F v`i i� 9„W N/F PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 RCEL#04500-00-00-111AO / qSp & 77 TC 456.68 BC=456.18 TC-457. - BC=457. TC=456.98 1 BC=456.4E yo TC=456.67 456.94 BC=456.17 F / VIOC 456.94E GANDER DRIVE / A = 2,080 SF; H = 28A V / 1 FFE = 457.04' J WY KRIVER BIRCH 455.12 MULTI -TRUNK TC=455.1 RIVER BIRCH \ BC=454.fi r 454.! MULTI -TRUNK � ' RIVER BIRCH 2�HOLLY \ J0 � ,2,. Hk" i_Y S 6S 84S/S Sp 36 hOF 6 J0 H 6S, F �90 N/F PTAP INVESTMENTS LLC ET AL•08 ,M BK 4659. PG 32 PARCEL#04500-00-00-11000 LINE BEARING DISTANCE JO L 1 R N 30'32' 19'• E 18.56' L2 M N 30'35'40'• E 18.55 J0 L3 R N 24'44'19" E 1 15.3T L4(M) N 24 42 36 E 1 15.41 ENLARGED PLAN: SOUTH PARKING AREA 1"=10' h My / 1V hM. /rn M 7 / N / 2 3� V 0 p4 O/ BC=458.44 R TC=458.10 F 9 �ryo /z`P�� 20 0 20 a° 4 (R� h o BC=457.60 TC=156.98 (M.E.) GRAPHIC SCALE (IN FEET) BC 456.48 (M.E.) 3C=45Z10 TC=456.77 eC=456.27 O CODED NOTES: TC=456.96 \ 1. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 10' (UNLESS TAPER 157.14 BC=456.46 ` LENGTH NOTED IN PLAN) H 2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO 456,01 ` CONSTRUCTION DETAILS 455.89 (M.E.) 3. TRANSITION FROM EXISTING CURB TO BACK OF CURB. SEE DETAIL \ THIS SHEET. 4. TREE PROTECTION. VERIFY LOCATION WITH OWNER'S 5.66 `' REPRESENTATIVE ON -SITE. SEE LANDSCAPE PLAN FOR DETAILS. a `^ 455.54(M.E.) 4~ `3 q `ryry W� 455.00 (M.E.) / N/F Fo /FIRST GOLD LEAF LAND TI WENDELL W WOOD, TRUS BK 4659. PG 32 4.78(M.E.) PARCEL#04500-00-00-1 � o C=455.33 i 11FR0&.4R,0R0VEV S/TEPLAN/ w� TBMk.�- 71 TC=457.72 TC 457.04 BC�57 22 TC-457.93 BC=456.54 BC=457.43 1" I TC 456.93 BC=456.43 I TC=456.68 BC 456.18 I TC=456.55 TC�56.68 I BC=456.05 BC=456.18 0 I BC=456.05 L C TC=456.93 456.E BC=456.43 FFE = 45T04' 01 TC=456.94 1 456.94 BC=456.44 ENLARGED PLAN: NORTH PARKING AREA & TRASH ENCLOSURE 1"=10' TC=457.67 rl BC=457.17 I � 457.14 456.44 456.78 56.70 EXISTING EXPOSE BACK OF CURB 6" CURB WASHED GRAVEL 1 (SEE LANDSCAPE PLAN) PROPOSED CURB EXISTING CURB TO PROPOSED CURB TRANSITION N.T.S LEGEND REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS 77777777777777777 BUILDING 320 MAJOR CONTOUR 322 MINOR CONTOUR STORM SEWER STM CO o CLEAN OUT p DOWNSPOUT CONNECTION MANHOLE CURB INLET CATCH BASIN FINISHED GRADE ELEVATION TC=XXXXX TOP OF CURB ELEV. BC=XXXXX n BOTTOM OF CURB ELEV. SW- TOP OF SIDEWALK ELEVATION TW=XXX.XX TOP OF RETAINING WALL ELEVATION FBW=XXXxxk BOTTOM OF RETAINING WALL ELEVATION (M.E.) MATCH EXISTING ELEVATION TC TOP OF CURB BC BOTTOM OF CURB xXX% _ SLOPE ARROW GRADE BREAK GRADING PLAN NOTES: 1. ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A VALVOLINE INSTANT OIL CHANGE REPRESENTATIVE. 2. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY, AND STATE DEPARTMENT OF TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS. 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE STATE ONE CALL SYSTEM AT LEAST THREE (3) WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS. 4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 5. THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 6" LOOSE LIFTS TO 95%OF THE MAXIMUM DRY DENSITY PER ASTM D1557, ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION. 6. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB -OUTS, INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 7. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. 8. MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALVE BOXES, ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE. 9. UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED. 10. ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE DIFFERENCE OF 6"4 DEPENDING ON FIELD CONDITIONS AT THE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES. 11. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURING CONSTRUCTION TO THE ORIGINAL CONDITION OR BETTER. 12. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 13. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF DISTURBANCE AND NOTES. 14. THE CONTRACTOR SHALL COMPACT FILL UNDER ALL PARKING, BUILDING, AND DRIVE AREAS AS DIRECTED BY THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 15. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER. 16. THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB. 17. ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. 18. SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE. 19. VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS. 20. ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. 21. ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF 2%AND A MAXIMUM LONGITUDINAL SLOPE OF 50/6, UNLESS IN AN APPROVED ADA RAMP. 22. CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO CONSTRUCTION. 23. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BE ACCURATE. PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED. ADVISE VALVOLINE CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES. a $1 .com 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 1 r��.ssss��e.es■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-8584 FAX: (888) 2084826 N N N N N N Co O N O N -: � O N O o o o o N c 0 N N E J VQ Q N 2 Ui o W > U) Ill 3 U) W z WQ, tz a a 55 a a � Cn 3 3 v ih ¢ ¢ z U z z z m z Q a LU a 0- OD a W> It It F z It ~ � OD W m a co w a a a o a Q z z z z z - 3: LL z O r- 0D LO V CO N O z O 04 N LJ i Z U = LJ U� J O Z Z Q LJ U Z Lu J> C) >o Z Q 2020 CESO, INC ZACHARY DAVID v " 12/08/2020 Project No. 757280-01 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title GRADING PLAN Drawing No, C4.0 4g9 . /\ / 5/6Ai 89 4 / 5" OAK t $ 791Wil1 OAK FOUNOI/2"REBARWI / A T L/NC LNCAP v / -1 i/ OAK ",o ss• S�jq.4 00. ^� ` 1 \ N F 3j1 4r, q 8^W PLANTERS BANK & TRUST z 2 F h 1 COMPANY OF VIRGINIA rn / Qt BK 4659. PG 32 r PARCEL#04500-00-00-111A0 a / S'. 3 . \ 9/,/ / I + , / + / b + /+ + /+ + + + + r M s L -I-/ / \ /hF -� + 4- -I- -� -I- _ \ \ no 40 TRF/.I & tidy %%CIV/ /H / + + + + + \ + I + + + + + , + +/ + �+ + + + _ / I+ + + + + + +/ + + + + + + + + + + + + -. + + + + + + IQ?y + + + + + + + TO456.9 + + + 53INV 0+ \ `- INV S=453.03' y / \ / / + + + + + + + \ + + + + � DRAINAGE AREA E1 + + + \t + + + + AREA = 0.230 AC + / ! DRAINAGE AREA E2 ° ^� I+ + + IMPERV=31/o + + + AREA = 0.327 AC + �" + + C = 0.49 � 5" OAK / AK / I / -� n + + + IMPERV = 0% .+ + I to' r17 ry +\ \ + + + + \+ + + + + + / 3 q / 2° _ Y�2+ + + + + + + \+ �+ + rye•�Q, s'Z + + + + \+ j U \ �. 416 �.•y N `*NOLI + + + + + + + n 2" LY\+ + -I- 1.`''�}-,gqN -{-\ + /3 H0LL4� + + LEGEND REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS DRAINAGE BOUNDARY �i�► FLOW ARROW CESO I rrr.ssss��e.es■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-8584 FAX: (888) 2084826 N N N N N Cl! N hQ �, •.`�'� °Q/ �O� 20 0 20 40 o o O o 0 4 9(� y° 9, GRAPHIC SCALE (IN FEET) N/F FIRST GOLD LEAF LAND TRUE WENDELL W WOOD, TRUSTEE BK 4659. PG 32 PARCEL#04500-00-00-1 1 1C 564 69/ II I lI I I I \ \ \ \\ \\ 2 LY•� \ \\ T h bJ. h / I MULTI-TRU \ � L N I\\�VER BIRCH \\"L FMLTI-TRUNKVER p BIRCH \ \ \ 2" HOLLY 497 J J I \ \ MULTI -TRUNK / h 4" OAK / M\\ ��/J� \ RIVER BIRCH\ \\'C�E{ D '4 FRORIAPPRO!/EO O srrEPLAN/ 6,5. f �9R/H0 96 `� 0 36" .0 PARCEL BN/F \_ FIRST GOLD LEAF LAND TRUST / / PTAP INVESTMENTS LLC ET AL 08' BK 865. PG 165 ` BK 4659. PG 32 PARCEL#04500-00-00-1 11 CO PARCEL#04500-00-00-11000 49546.0 SQ. FT. F 1.14 AC. LINE BEARING DISTANCE L1 R N 30'32'19" E 18.56' 1_2 M N 30'35'40" E 18.55' L3 R N 24'44'19" E 15.37' L4 M N 24'42'36" E 15.41' RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SQ. FT.) (ACRES) (C) + + + + GLENELG LOAM LAWNS 6,909 0.159 0.30 + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 3,098 0.071 0.90 E1 TOTAL AREA 10,007 0.230 COMPOSITE C 0.49 + + + + + GLENELG LOAM LAWNS 14,264 0.327 0.30 + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 0 0.000 0.90 E2 TOTAL AREA 14,264 0.327 COMPOSITE C 0.30 CESO** EXISTING DRAINAGE OVERLAND RUNOFF - (2 & 10-YR STORM) PROJECT: VALVOLINE INSTANT OIL CHANGE - CHARLOTTESVILLE, VA 10-Yr Drainage Total Area 2-Yr Rainfall Composite Runoff Runoff Description T� Rainfall Area (Acres) Intensity Runoff Coeff O (2 Yr) O (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 Manual App 6C-2 a tip mom a - / • 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. N r= 0 N N E J � Q N 1- C Ui o w y O, � 3Of U) w z UU a a U) a a u) Cl) 3 3 v ¢ ¢ z uwi z z z m z Q (L a a W a W> r r r z r F- Fn cn rn U) EL U) w Q 4¢ O Q Q z z z z z 3: w w w w z O O z (] N W N Z- aw r J U_J J 0 W Z <O W < Z Q LU U _:i> > Q > Q Q C7 2020 CESO, INC ZACHARY DAVID v ' " � - " 12/08/2020 Project No. 757280-01 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title EXISTING DRAINAGE Drawing No, C5.0 / 5" OAK 'qf.� ".qz �/ OAK FOUNOI/2"RZ94RPY1 LINO LNOAP D S 6 0Q \ n/4,.00, ;44' 1 91 IV ti 4 5/6AK / F &7 5" OAK + 5 QO OyW44 / cw W y - 454 v / 9551 TOC=456.94' INV N=453.09' `- INV S=453.03' y X 5" OAK / + AK / + + DRAINAGE AREA E2 6 AREA = 0.032 AC C- / IMPERV =10% "Safi 47 » ly S" f DRAINAGE AREA 5 AREA = 0.199 AC IMPERV = 84% C = 0.85 W N/F PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 RCEL#04500-00-00-111AO 7SS,30( DRAINAGE AREA 3 AREA = 0.039 AC IMPERV =100% C = 0.85 C=0.36/ Qry O �< 3 DRAINAGE AREA 2 K b 1 �\� N AREA = 0.148 AC 1 \ c IMPERV =97% � \\ \ 456 C = 0.85 (40r44 jJ 2 - �ro Iil i6.64' 2 �hh 5.69' 5" A 2"MULTI - Y oo)o IVER BIRCH tkA RY.VER BIRCH \ \ + � MULTI -TRUNK \ a / 4" OAK J� \ RIVER BIRCH h �iJ0 S6SSS36 /S'lop S. '50', f95 4V 2 PARCEL B � I �I/ I I s 0 (R) N/F N/F79S FIRST GOLD LEAF LAND TRUST PTAP INVESTMENTS LLC ET AL 06' l l BK 865. PG 165 BK 4659. PG 32 (M� PARCEL#04500-00-00-111C0 PARCEL#04500-00-00-11000 A CIA 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' Jo 2 N� DRAINAGE AREA 4 AREA = 0.042 AC IMPERV = 93% C = 0.85 1 m LAND COVER & RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SO. FT.) (ACRES) (C) + + + + + GLENELG LOAM LAWNS 186 0.004 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 4,005 0.092 E1 TOTAL AREA 4,191 0.096 COMPOSITE C 0.85' + + + + + + GLENELG LOAM LAWNS 1,276 0.029 0.30 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 145 0.003 0.90 E2 TOTAL AREA 1,421 0.032 COMPOSITE C 0.36 + + + + + GLENELG LOAM LAWNS 223 0.005 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 6,217 0.143 2 TOTAL AREA 6,440 0.148 COMPOSITE C 0.85" I% STORM SEWER NOTES: / IV 1. ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING A GASKET, SO AS TO PROVIDE A WATERTIGHT SEAL. / 2. ALL STORM SEWER PIPES LESS THAN 12" DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE / CONFORMING TO ASTM SPECIFICATION D3034, UNLESS DENOTED OTHERWISE ON PLANS. a / 3. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHRINKIING AND N / NON -CORROSIVE GROUT. \\� / 4. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV) POLYVINYL CHLORIDE (PVC SDR 35) HIGH DENSITY POLYETHYLENE PIPE (HOPE) 5. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 2iy 6. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES. 20 0 20 (� 2�1 1 1 40 7. 8. ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 3" ABOVE FINISH GRADE. ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00%MINIMUM SLOPE UNLESS OTHERWISE NOTED. GRAPHIC SCALE (IN FEET) 9. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. / 10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. DRAINAGE AREA E1 AREA = 0.096 AC IMPERV = 96% C = 0.85 N/F /FIRST GOLD LEAF LAND TRUS WENDELL W WOOD, TRUSTEE BK 4659. PG 32 il PARCEL#04500-00-00-1110 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 VDOT ES-1 W/ CLASS 450.71 (15" RCP) NE Al RIPRAP (EC-1) DROP INLET 451.90 (6" PVC) NW 2 VDOT DIA 454.41 451.29 (15" RCP) N 451.19 (15" RCP) SW 3 CURB DROP INLET 455.01 451.45 (15" RCP) S VDOT DI-2A 451.55 (15" RCP) N CURB DROP INLET 452.00 (15" RCP) NW 4 VDOT DI-2A W/ 456.20 453.20 (4" PVC) SW INLET SHAPING (IS-1) 451.90 (15" RCP) S 5 DROP INLET 455.58 452.38 (15" RCP) SE VDOT DI-1 SUMP PUMP MANHOLE 447.04 (4" PVC) SE 6 (SEE PLUMBING SHEETS 456.95 452.95 (4" PVC) S P-1 & P-3) SUMP PUMP MANHOLE 447.04 (4" PVC) NW 7 (SEE PLUMBING SHEETS 456.91 453.31 (4" PVC) NE P-1 & P-3) LEGEND REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS DRAINAGE BOUNDARY _ 320 MAJOR CONTOUR r� MINOR CONTOUR CESO STM STORM SEWER ■WN.00solmt.000 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 UD 4" PERFORATED UNDER DRAIN PHONE: (937) 435-8584 FAX: (888) 208482e N N N N N coo CLEAN OUT N N d p DOWNSPOUT CONNECTION Co q c r � o N o 0 0 �`-: O 0 0 MANHOLE CURB DROP INLET DROP INLET STORM WATER COMPLIANCE THIS DEVELOPEMNT MEETS STORMWATER REQUIREMENTS FOR QUALITY AND QUANTITY THROUGH APPROVED WPO 201300002 BIOFILTER AND VSMP AMENDMENT #1 TO WPO 200600050. APPROVED ADDITIONAL IMPERVIOUS COVER: 18,825 SF PROPOSED ADDITIONAL IMPERVIOUS COVER: (21,039 PROP - 3,098 EXIST) = 17,941 SF MS-19 ANALYSIS PERFORMED AT DOWNSTREAM OUTFALLS TO ENSURE NO NEGATIVE IMPACTS FROM LAND DISTURBING ACTIVITIES AND THAT FACILITIES ARE ADEQUATE FOR PROPOSED DISCHARGES. (REFER TO WPO PLAN FOR EROSION AND SEDIMENT CONTROL SHEETS) CESO�! EXIST VS PROPOSED DRAINAGE OVERLAND RUNOFF - (2 & 10-YR STORM) FLOW ARROW PROJECT: VALVOLINE INSTANT OIL CHANGE - CHARLOTTESVILLE, VA 2-Yr Rainfall 10-Yr Drainage Total Area Post Composite Post Runoff Pre Runoff Post Runoff Pre Runoff Description T� Intensity Rainfall Area (Acres) Runoff Coeff Q (2 yr) Q (2 Yr) Q (10 Yr) Q (10 Yr) i (in/hr) Intensity 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 Tic of 5.0 minutes '• i = B /(TC + D)AE. 8, D, E factors according to VDOT Drainage Manual App 6C-2 STORM SEWER PIPE TABLE PIPE RUN SIZE & TYPE LENGTH SLOPE INV. UP INV. DOWN 5 TO 4 15" RCP 77.1' 0.50% 452.38 452.00 4 TO 3 15" RCP 68.8' 0.50% 451.90 451.55 3 TO 2 15' RCP 33.0' 0.50% 451.29 451.45 2 TO 1 15" RCP 47.5' 1.00% t 451.19 450.71 LAND COVER & RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SQ. FT.) (ACRES) (C) GLENELG LOAM LAWNS 0 0.000 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 1,692 0.039 3 TOTALAREA 1,692 0.039 COMPOSITE C 0.85' + + + + + GLENELG LOAM LAWNS 139 0.003 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 1,717 0.039 4 TOTALAREA 1,856 0.042 COMPOSITE C 0.85' + + + + + GLENELG LOAM LAWNS 1,407 0.032 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 7,263 0.167 5 TOTAL AREA 8,670 0.199 COMPOSITE C 0.85' CESOf* PROPOSED STORM SEWER TO BMP-PROPOSED SITE PROJECT: VALVOLINE INSTANT OIL CHANGE - DEVELOPMENT (ID-YR STORM) CHARLOTTESVILLE, VA AREA RUN-OFF INLET RAIN RUN-OFF TOTAL DRAIN CA FROM COEF. TIME FALL Q Q TO POINT "A" POINT INCRE- ACCUM- MIN- ACRES C IN./HR. C.F.S. C.F.S. MENTAL ULATED UTES 5 4 0.20 0.85 0.17 0.17 5.00 6.54 1.11 1.11 4 3 0.04 0.85 0.04 0.20 5.44 6.40 1.31 1.31 3 2 0.04 0.85 0.03 0.24 1 5.81. 1 6.29 1.50 1.50 2 1 0.15 1 0.85 0.13 0.36 1 5.98 1 6.24 2.27 2.27 Wininum Tc of 5.0 minutes '• i = B /(Tc+ D)AE B. D, E factors according to VDOT Drainage Manual App 6C-2 'C = 0.85 FOR COMMERCIAL DEVELOPMENTS, PER VDOT DRAINAGE MANUAL a $1 gpgr PRIC, FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. N 0 N N E J J � 1- 2 � o C w N L U) 7 W Z 3 Of U) w z LLI a a U) M al a a a) u) 3 3 v M zrz¢ ¢ z uwi z z z m z Q Q_ a 0- u)(L W> F F F Z F Fn Fn W w uT uJ d u of w Q 4¢ O Q Q z z z z z 3: w u_ w w Z 0 z 7- O N LLl N z- aw = J U� J 0 H Z Z Q _WU J OQ Q /Q V 2020 CESO, INC ZACHARY DAVID IY - " - - " 12/08/2020 Project No. 757280-01 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title PROPOSED DRAINAGE PLAN Drawing No, C5.1 470 Bam 455 L,E, A rl X OfW -0+25 1 11 1 +00 STORM SEWER PROFILE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. ON 470 465 455 450 445 I/I W !1 2+50 CESU40 STORM SEWER DESIGN COMPUTATIONS - PROPOSED SITE DEVELOPMENT (10-YR STORM) PROJECT: VALVOLINE INSTANT OIL CHANGE - CHARLOTTESVILLE, VA AREA RUN-OFF INLET RAIN RUN-OFF TOTAL CAPA- FLOW TIME DRAIN CA INVERT ELEVATIONS LENGTH SLOPE DIA. VEL. FROM COEF. TIME FALL q O CITY MINUTES TO POINT "A" REMARKS POINT INCRE- ACCUM- MIN- UPPER LOWER INCRE- ACCUM- ACRES C IN./HR. C.F.S. C.F.S. FT. FT./FT. IN. C.F.S F.P.S. MENTAL ULATED UTES END END MENTAL ULATED (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) 5 4 10.199 0.85 10.17 0.17 5.00 16.54 1.11 1.11 452.38 452.00 77.1 10.0050 15 4.57 2.94 0.44 5.44 4 3 0.042 0.85 0.04 0.20 5.44 6.40 1.31 1.31 451.90 451.55 68.8 0.0050 15 4.57 3.08 0.37 5.81 3 2 0.039 0.85 0.03 0.24 5.81 6.29 1.50 1.50 451.45 451.29 33.0 0.0050 15 4.57 3.24 0.17 5.98 2 1 0.148 0.85 0.13 0.36 5.98 6.24 2.27 2.27 1 451.19 450.71 47.5 0.0100 15 6.46 3.64 0.22 6.20 gvpjvtom 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.s���l�e.s�■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 N O O N O O O 00 O O N r- O QD O N '0 o 0 0 0 0 J a ~ W m 09 Z) (n W 0 W N � a a tz H a a Lu m m a a cf) C0 J x mo a o z� z m w V M a a Z (q DOa W J J J D J a a a a 0 a ULJ j H W w Z W~ rn rn U) ga rn X w a z IL IZ 1OL � U Z 0 � I O I- "t I M I N I- I Z r TOT VJ N N W (D > Z Q W If J UJ J U) OW Z ~ ry IN Q Z = W U Z W J 0 Q ry > W r) Z a 2020 CESO, INC V 'LACIlARY DAVID . FRF.SHNWk �,.A1J 12/08/2020 Project No. 757280-01 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title STORM SEWER PROFILE Drawing No. C5.2 2016 ROAD & BRIDGE STANDARDS DI-1 1/2 SECTION CAST IRON --{-- 1/2 SECTION STEEL NOTES OTES LUGS TO BE WITH 1'-31 " L 2%z" x 21/2" x 1/4"CAST 1. DEPTH OF INLET (H) BE SHOWN COLLAR r 10'-4" LOG PLS. FOR DEPTH GREATER THAN 100' USE ' STANDARD DI-1A a B B A _ _ 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS i I WILL BE MEASURED FROM THE INVERT OF CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE I APPROXIMATE ONLY FOR ESTIMATING OPTIONAL 88 ± ' WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS I 43.6 LBS S SHALL BE DETERMINED 3 Les TOCOLLARFROM CONTRACTOR CONDITIONS. INCLUDING I INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE LUGS ONNECTORS DARD S WITH IS-1. THEOF GT MATERIALS FURNISHI AND PLACINGAL 2-7 91/ INCIDENTAL TO THE SHAPING ISTHO INCLUDED IN THE BID PRICES FOR THE 4'-2" 1/2" x 1%' x 4"J I %2" x 4" STRUCTURE. PLAN LUGS AR i 12" 91 i' 1 CONNECTSTUD ORS 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A OF THE STRUCTURE SHALL BE SHAPED r WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE -n N COLLAR DETAIL 1/t2" MIN RAISED R STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED LETTEN IN THE BID PRICE FOR THE STRUCTURE. 21 „ DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS FOR DETAILS SEE CAST IRON ONLY STANDARDGST'TER. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A IN -PLACE. 4'-2" HARDWARE CLOTH 2-g 1'-3" SEE DETAIL B 7. #4 X B" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE 2'- I I PLACED IN ALL AREAS ADJACENT �- 4" DEPTH AGGR �#68, #78 11R TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. LIEU OF DOWELS ww ww '> _ #8 x 6" WIDTH H A 2"%4" NOTCH MAY BE PROVIDED. a a a > Z4 - SEE STANDARD T-DI-3, 4 FOR FL o e 3" DIAMETER ALTERNATE DESIGN. lV YIN D. COLLAR WEEP HOLE r SEE NOTE a ,o ��������0 ����� _' S. 3" DIAMETER WEEP HOLE W T 12"XI2" S PLASTIC HARDWARE CLOTH MESH x z Z Z Z 12" iv OR GALVANIZED STEEL WIRE 1ANIMUM 22 5 12"-16"-18" DIAMETERWIRE OR 24" HARDWARECLOTH ANCHOREDRFRMLYSH TO THE OUTSIDE OF THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS TO BE ' CLASS (3000 PSI). PRECAST • ' CONCRETE IS TO BE 4000 PSI. SECTION A -A 1 I I I I, 11 � 10. ANY ALTERNATE METHODS OF ANCHORAGE THE APPROVAL OF THE ENGINEER SEE DETAIL B I I I I CONCRETE QUANTITIES FOR MIN. DEPTH "��FFTT MAY BE SUBSTITUTED FOR THE CAST IRON MAYMEEBE LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15" CONNCRETE PIPE - 1,528 CU. YD, CONCRETE APPROXIMATE WEIGHT Q/�' I I 4' CAST IRON GRATE 363 ± 18 LBS 11. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIRED ON ALL DI-1 18" CO CRETE PIPE - 1.820 CU. YD. CONCRETE IF yl 24" CONCRETE PIPE - 1.B17 CU. YD. CONCRETE SECTION C-C SECTION D-D GRATES. OF VARY BYLMANAUFAC URER LETTERING MAY ADDITIONAL FOOTDOFEDEPTH. GRATE DETAIL �VDCrr STANDARD DROP INLET SPECIFICATION REFERENCE FEREN 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. 28, 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE 15 EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT �A �SARCS CA-10 FaC O\\\\�� �OOO FACE OF CURB) FLOW CRACK CONTROL J I 3'-0" 2'-0" 8' 2'-2" 8" C 8' M 4. 1 3'-6" 6' MIN. 10, MAX. LO.-A PLAN VIEW io'MAX. GALVANIZED MC 6 X 12 1 L I I 3" DIAMETER B I 0 B WEEP HOLE SEE NOTE 8 FRONT ELEVATION DI-2A DI-28 IFT7 W FOR USE ON GRADES DI-2C I r FL=W I F�� _ _ I FOR USE IN SAGS BOTH SIDES TO BE SYMMETRICAL -%VDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 104.03 E GALV BARS A-1 e 10" C-I BARS B # 101, C-( BARS C a 8" C-C BARS A 1101, C-C SECTION B-B BARS A -I L 2I2"X21/P'X1/ GALV. N D n ti Q # 6�" C-C BARS B-1 -, I -J -. 9 6" C_ SECTION C-C ADECREASE TO 1" WHEN INLET IS USED WITH MEDIANS. WARPED GUTTER APPROACH GUTTER 9'/z" 1 12" 9%z" , Lj,-E COLLAR 21-711 � 1 m CH EH GALV. MC6X72 D SECTION D-D CE WELD BEFORE GALV. GALV. J�L WELD ALL MCB%12 n /z X 4" STUD SHEAR CONNECTOR TO COLLAR. SECTION E-E I 15 m WEEPHOLE i,%21 „X1/4" m d n o BARS A-1 r SEE NOTE 8 GALYPUNIZED5„L21 BESLOPE OF APPa z BARS - - C 0" C-C _ 1SIRFACEH_aBARS x1 B 9 VN 10 C-CBARS C 1/ „%4" STUD SMEAR CONN. BARS F 8"C-C c WELDED TO AND RON C 2C-C RPED TYPE A TYPE B SURFACE •' STEPS NOSE DETAILS " SEE NOTE 5 TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BE ON AN ANGLE SECTION A -A OF 68.30'AND IS TO BE ANCHORED WITH ASTUD WELDED PIL �E FOR STEP DETAILS SEE STD. ST-1. SHEAR CONNECTORS TO BENT AT 2-C-C. STANDARD CURB DROP INLET SPECIFICATION REFERENCE 233 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 9' VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS T-DI-1 STANDARD DI-1 FRAME & GRATE #4 BARS u 4" C-C TOP 04 DIAGONAL BAR IIIIIIIIIIIIIIIIIIIIIIIIIIII oALL CORNERS Illlllllllllllllllllllllllll TYPICAL �HHHH�1�1111 4'-10" DIAMETER DI-1, 1A PC 2016 ROAD & BRIDGE STANDARDS ALTERNATE TOP �u ---a=u IN I I �000000�00�000 I I l i i j jXI I� I RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORR.METAL 12" 2'-6" 2'-5" 15" 2'-9 4" 2'-B" 18" 3'-0 2' 2'-11" 21" 3-73 3'-2" 2411 3'-7" 3'-5" B" DOWELS GROUT I NOTES 1, SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2• CONCRETE TO BE 40DO PSIMINIMUM. NOTES: 3. REINFORCINGSTEEL 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 O-RING GASKETS OR BUTYL RUBBER. 4. CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. 5. SEE STANDARD DI-1, 1A FOR DETAILS OF FRAME AND GRATE. 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. �VooT STANDARD PRECAST TOP UNITS SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 233 103.03 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES DI-2A. 2B, 2C REINFORCING STEEL TYPE L CONCRETE BARS A BARS A-1 BARS B BARS 0-1 BARS C BARS E BARS F WEIGHT Cu. Yds. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft. 11H No. Lin. Ft.* No. Lin. Ft. No. Lin. Ft. Los. 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'-6" 3 4'-3" to 4'-6" 5 2'-0" 3 2'-0" 3 1'-6" 84 6' 2.23 3,_2„ 5 7'-0" 4 3'-6" 7 4'-3" to 4'-6" 5 2'-0" 3 4'-0" 3 1'-6" 119 8' 2.51 4 3'-2" 5 91-0.1 4 3'-6" 11 4'-3" to 4`15" 5 2'-0" 3 6'-0" 3 1'-6" 154 DI-2B 10, 2.79 4 3'-2" 5 11'-0" 4 3'-6" 15 4'-3" to 4'-6" 5 2'-0" 3 B'-0" 3 1'-6" 189 12, 3.05 4 3'-2" 5 13'-0" 4 31-61, 19 4'-3" to 4'-6" 5 2'-0" 3 10'-0" 3 1'-6" 224 14' 1 3.34 4 3'-2" 5 15'-0" 4 3'-6" 23 4'-3" to 4'-6" 5 '-0" 3 12'-0' 3 1'-6" 259 16' 3.61 4 3'-2" 5 17'-0" 4 3'-8" 27 4'-3" to 4'-6" 5 2'-0" 3 14'-0" 3 1'-6" 294 18' 3.89 4 N-2" 5 19--0" 4 3'-6" 31 o 4'-6" 2'-0" 3 16'-0' 3 T-6" 329 20' 4.17 4 3'-2" 5 21'-0" 4 3'-6" 35 to 4'-8" 2'-0" 3 18'-0" V-6" 364 6' 2.24 4 3'-2" 5 7'-0" 4 3,_6„ 6 o 4`15" 5 2'-0" 6 2'-1" 6 1'-6" 115 8' 2.55 4 N-2" 5 9'-0" 4 3'-6" 10 o 4'-8" 2'-0" 6 3'-1" '- 1' 150 10, 2.32 4 - 5 11'-0" 4 '-6" 14 o 4'-6" 5 2'-0" 6 4'-1" 8 - 185 DI-2C 12' 3.D9 4 - " 5 13'-0" 4 3'-8" 18 to 4'-6" 5 ff"2 2'-0" 6 5'-1" - 220 14' 3.37 4 - 5 15'-0" 4 3'-6" 22 to 4'-6" 5 2'-0" 6 6'-1"16' g " 255 3.65 4 '- " 5 17'-0" 4 3'-8" 26 to 4'-6" 2'-0" 8 7'-1" 1'-6" 290 18, 3.93 3'-2" 5 19'-0" 4 '- " 30 to 4'-8" 5 2'-0" 6 8'-1" 6 1'-6" 325 20' 4.20 4 3'-2" 5 21'-0" 4 3'tH,,����T�3��4to 4'-8" 5 2'-0.. 8 9'-1" '-8" 380 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A 21. MINIMUM HEIGHT = PIPE DIAL+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. 16.1 MN RAISED ETTERNG WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. IS-1. THE COST OF FURNISHING AND PLACING ALL DUMP NO WASTE DRAINS TO WATERWAYS MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 13. THIS STANDARD IS INTENDED FOR USE N CURB INCLUDED IN THE BID PRICE FOR THE STRUCTURE. AND GUTTER SITUATIONS ONLY. DETAIL A IN THE EVENT THE INVERT OF THE OUTFALL PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 4. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, CONCRETE BLOCKS IN ACCORDANCE WITH THE THE INVERT OF THE STRUCTURE SHALL BE SHAPED DETAILS SHOWN ON STANDARD DRAWING DI-MB. 2'-6" STDING OR PONDINGWITHMOF7WATER INTHEMORTAR TOPREVENT STRUCTURE.THE COST 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE I DETAIL A OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO TO THE SHAPING IS TO BE INCLUDED THE EXPANSION JOINTS WILL APPLY ONLY TO CURB AND GUTTER. F 7, F IN THE BID PRICE FOR THE STRUCTURE.FA 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH 1�=. 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 -00 5. OBTAIN TR 7RU QUANTITIES,FOR INLETS OF THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. DIFFERENT DEPTHS ADDDDOR SUBTRACTT 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 DETAIL A 7. TO ABUTTING CONCRETE TO PREVENT 1 OF 2 IS TO BE L 16" AT 4.10 LBS./FT. 45" = SETTLEMENT. GRATE 18. *DENOTES LENGTH OF ONE (1) BAR. 3" DIAMETER WEEP HOLE TO BE LOCATED TO 750 ± 7 LBS CAST IRON iv S. DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 19. ALL REINFORCING BARS TO BE#5. 12"X12" PLASTIC HARDWARE CLOTH 1/4' MESH OR GALVANIZED STEEL WIRE( WIRE 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT �MINIMUM 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 R STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 1211 - 2411 PIPE: MAXIMUM DEPTH (H)-9' REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.04 2016 ROAD & BRIDGE STANDARDS E NOTES: SHAPING OF MANGLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS CI,EXCEPT THAT 259 OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED 2016 ROAD & BRIDGE STANDARDS SHAPE TO ELEVATION OF OF LARGESTGEST PIPE. SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE m" Y. r a 4 DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MAWOLE 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 AN`BRIDMNDARDS STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION MC 6) GALV. #4 8" #4 10" 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS LOCATION OF HOLE TO VARY WITH TYPE OF INLET CONSTRUCTED. HOLE MAY BE SHIFTED RIGHT, LEFT OR CENTERED. B \1 _ _ ST'D. DI-2 COLLAR & GRATE \i 2'-2" L 2%2' X 21/2" X 1/4" GALV. RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE "H" DIMENSION (CONCRETE PIPE) 12" 4'-8" 15" 4'-14/4" 18" 5'-21/z" 21" 5'-5)�' 27" 6'-01 ' 30.. 6'-81 ' 33" 6'-9 ' 36" 7'-1" 4z" 7'-7111 48" B'-2" T-DI-2 - DOWEL THROAT SECTION TO CHAMBER IF CAST SEPERATELY SLOT LENGTH "L„ OR PROVIDE ALTERNATE VDOT VARIES 20'-0" MAX. APPROVED METHOD OF INTERLOCK. B NOTES A 1. SEE GENERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. PLAN 2. CONCRETE TO BE 4000 PSI MIND". 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM-615. 4. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 5. FOR DETAILS OF FRAME MID 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. L 2%z" x 2%i' x 1/i" GALV. F. 2„ L 21/z" x 21/z" x 1/4' GALV. I I STANDARD RISER I I UNIT II � II INDICATES AREA w ' OF CONCRETE TO POURED IN PAC V BE � :.:. HOLES PROVIDED FOR #4 X 8" DOWELS - SECTION A -A SECTION B-B (CG-6 CURB AND GUTTER) ECIFICATION EFERENCE STANDARD PRECAST TOP UNITS 105 233 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS ;UTTER AREA °' 4. IV x BETE TO :D IN PLACEOVIDED 8" DOWELS." 8" ALTERNATE SECTION B-B (FOR USE WITH CG-7 CURB AD GUTTER) ROAD AN`BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 103.04 CESO rrr.ssss��e.es■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 O O N O O O N N 06 O O N 7 7 O QD IT m N O O O O O N C 0 N N E a J 1n Q c W o N c DO Of Z) 3 rn W W N Q Q H H ~ a aLu co DO GO OL OL (n rn J W Q 0 x Z Z x W 'T M Q Q Z U) DOQ W J J J D J a a a a 0 a j I- � Z t ~ o' rn rn U) ga rn w Q Z Z Z Z >2_ Z ~ IL L LL > LL Z O O z r 0 N N W (D > Z Q W = J UJ J U) �LIJ oL Z O > L J ) LL vJ K I WU Z W J O DE > W Z V 2020 CESO, INC ZACIlARY DAVID FRF.SHNWk rA 12/08/2020 Project No. 757280-01 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title DRAINAGE DETAILS Drawing No. C5.3 2016 ROAD & BRIDGE STANDARDS END -SECTION 12" - 60" PIPE OUTLET END -SECTIONS ON INLET END -SECTION X X - — - — - W CONCRETE TO BE - — - — LLL JJJ CONCRETE PSI MINIMUM PLAN r 112L91N19wioi� END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 2'-0" 4'-0" 2'-0" 15" 6" 2'-3" T-9" 4'-0" 2'-6" 18" 91, 2'-S' 111-9" 4'-0" 3'-0" 21" 91 " 2'-11" 2'-i" 5'-0" 3'-6" 24" 9 3'-7" 2'-6" 6'-1" 4'_0" 27" 10 " 4'-0" 2'-1" 6'-1" 4'-6" 30" 1'-0.. 4'-6" T-7 8'-i ' 33" T-11 ' 4'-101 ' 2'-31 7'-1 36" 1-3" 5'-3" 2'-1 8'-1 42" T-9" 5'-3" 2'-11" 8'-2" 48" 2'-0" 1 6'-0" 1 2'-2" 6'-2" 7�_2 54" 2'-3" 5'-5" 2'-91 " 8'-21 �� 7�_6:� 601, 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-SECTWN X _ X _ _ _ _ 4000 CONCRETE PSII MINIMUM L PLAN SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2,_0" 4'-P' 6'-T' 2,_0" 15" 6" 2'-3" 3'-10" 6'-1" 2'-6" .I6" 9" 2'-3" 3'-10" 6'-1" 3'-0" 21" 9" 2'-11" 3'-2" 6'4" 3'-6" 24" 10'. 3'-7" 2'-8" 6'-3" 4'_0„ 27" 1 " 4'-O" 6'-11 " 4'-6" 30" P-0" 4'-S" 6'-1 11 5,_0" 33" T_1 ° 4'-101 " 8'-1 " 5'-6" 36"T-3" 5'-3" 8'-1 " 6'-O"42" 1'-9" 5'-3" f 8'-2" 6'-6" 48" 2'-0" 6'-0'. 6'-2" 7,_0��54" 2'-3" 5'-5" 8'1; 7'-6"60" 2'-6" 5'-0" 8'-3" W-W. — PAY LINE c B NOTES( PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IP THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL REDUCED BY THE DFFEI(ENCE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION XVDaT REFERENCE FLARED END SECTION ROAD PAID BRIDGE STANDARDS 302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 2016 ROAD & BRIDGE STANDARDS DETAIL 1 SECTION A -A SECTION B-B 2016 ROAD & BRIDGE STANDARDS DETAIL 2 TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" (INCHES) CLASS Al CLASS AlDRY RIPRM 6 fps 16 CLASS I CLASS I DRY RIPRM 14 fps 24 CLASS I CLASS I DRY RIPRM 19 fps 36 SECTION A -A EC-1 NOTES( 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS A,I, AND I MATERIALS W 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. s USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MNUMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H y` CULVERT OUTLET PROTECTION ROAD PAID - 204 BRIDGE STANDARDS 245 REVISION DATE SHEET 1 OF 1 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 403 1 113.01 2016 ROAD & BRIDGE STANDARDS CESO rrr.ssssl�e.es■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 O O N O O O N 00 O O N r- 0 O N c N E )J Q c W o N m co > N of rn W 0 W N � Q Q H r~- H a a Lu m m a a CO U) 5; x m z� z it w 'T M Q Q Z U) 0] Q W J J J � J CL a a a n a j H H w Z H I_ U-1 rn U) U) EL 0) w a z z z O_ z Z - 3: LL z z � 1-L Z O f O V M N o Z r TOT VJ N N W (D > Z aW r J L) J U) W L �s 1 Z 0 < J U) Q Z = W0 Z W J 0 ary > W r) Z a CD 2020 CESO, INC V ZACIlARY DAVID . FRF.SIFIN , 'uN'ALA 12/08/2020 Project No. 757280-01 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title DRAINAGE DETAILS Drawing No. C5.4 P.O. B. ❑X UTILITY CROSSING SCHEDULE LEGEND P.O.C. EXISTING p qsp � � N0. UTILITY ELEVATIONS DIFF, RiyF LEASE yq� r REFER TO EX. CONDITIONS AND DEMOLITION TBM#1 PLAN SHEET FOR EXISTING LEGEND ITEMS OAK FOUND 110'RE94RW / 15" STM B/PIPE = 451.03 L/NC LNCAP n / / A 11.91 PROPOSED 0 S 5Q 6 P • 0 • B • h / EX. 12" SAN T/PIPE = 439.12 s" OAK 4'44 9.„ LEASE 4N/F BUILDING > F W PLANTERS BANK & TRUST / 6" DS B/PIPE = 452.31 15'U/RG/NL4ELEC Q ^' COMPANY OF VIRGINIA SPDYERESMT SK 4659. PG 32 FOUND 1/2"REBAR&I a B 0.90 STM STORM SEWER PGS52 �� 2 S S•7S. PARCEL#04500-00-00-111Ao gSpyq<r L/NCOLNCAP =%/ / 6"SAN TIPIPE=451.41 SAN SANITARY SEWER S S•16. 47 F FOUND 1/2"REBAR \ 15" STM BIPIPE = 451.37 yy DOMESTIC WATER SERVICE 3 GY/LLNCOLN / C - L50 G GAS SERVICE 5" OAK BEMA LEE VICE 7S 0 (� CONTROL CAP / / / 1.5" WTR T/PIPE = 449.87 AUI /ORT ESMT F 39 / / / UGE UNDERGROUND ELEC. LINE _Z\ PBS2B GAS B/PIPE = 453.20 50 UGT UNDERGROUND TEL. LINE D 6" SAN T/PIPE = 451.70 UD 4" PERFORATED WALL UNDER DRAIN e / O / ~ ' . A UNKNOWN C o EXCLEAN OUT 5" OAK O C/TY F S4.p RE E \49 tioa� �p� GAS WN U 0 C5 ^ HA 107 E U/CLEF M 4 .1( ( ^ o / r 0 METER 9. 2 A�� 15" STM TIPIPE = 452.11 W ��• tiV ^ � � 11 W � ❑W WATER METER \ e ELECTRIC TRANSFORMER 0 6 5 0. CONTRACTOR TO MAINTAIN 18" VERTICAL CLEARANCE BETWEEN TELE & ❑ O�I'7Q �o o O y F ELEC LINES AND EXISTING SANITARY LATERAL SANITARY SEWER STRUCTURE J W q CENTRAL TELE CO ESMT GENERAL UTILITY NOTES: OB3919 / � / � `' � ® OPEN CUT WITH FULL DEPTH y a PGS999 o� / / ` 1. COORDINATE ALL SITE UTILITY WORK WITH THE MECHANICAL AND ELECTRICAL DRAWINGS. PAVEMENT REPLACEMENT � / 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 i{~� 2 FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE / VIOC / ` CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY CONTRACTOR'S WORK FORCE. Q � foao / GANDER DRIVE / � �, ` 2 40 /0. / of F / A = 2,080 SF; H = 28'-11" 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.). / FFE = 457.04' / ` 4. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. FOUND 1/2 REB,4R 6Y/ -n- / / / / '%* _%� 3 L/NCOLNCAP 5" OAK TOC=453.15 / / `rya tAR/ABLEGY/OTHACCE 5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. V=439.82" SAN INV. / \ 451.54 / EASEMENT 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.) 1999577PG 651 S4 7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. TOC=456.95 S\ / // D ` NN/Cam 8. RIMS OF EXISTING STRUCTURES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS. INV=441 .75' 12"SAN Cp ` 13.1'-6" SAN @ 2.08% ,bb q C 9. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. UTHO / ESMT Qv N ^ O 2 ¢ SAN 9 G s0S16" UGT O co S3 N/F 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. z h� h U SqN ca O O ` / FIRST GOLD LEAF LAND TRUST 11. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION. O rry O @.? o ` / WENDELL W WOOD, TRUSTEE D n \ \ \8/ 17.9'-6" SAN @ 2.08 /o BK 4659. PG 32 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 � ^, 5" Gq� \ \ o G ` Doc PARCEL#04500-00-00-11 100 FINAL CONNECTION OF SERVICE. cc,} iry l \ \ 2' MAGNO C S2 / 11 /O rn Up B ^• 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 2" HOLLY .lz �%TKOFC`�LOTTESU/LLEESMT� ss•\„ \ 10 7 / PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. TOC=456.64' v 2 \ OB4936 W 8 \ \ ! 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 = ALB RLE PGS92 Nv=a46.6s' SSGUR SMT \ \ 2" REQUIREMENTS AS TO ASSURE PROPER LOCATION AND SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. FOUND 1/2"REBARGY/ 5" oA / �Q9997 p 2" MAG A � 16. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES. ELEC 5 747 U/ N/A1► Cp, L/NCOLNCAP \oU DTI-oRU ESMT S �, 1,TALBEMARLESERV/CEAUTHOR/TYESMT ALBEMARLE COUNTY GENERAL WATER AND SEWER CONDITIONS: ILINE BEARING DISTANCE L1 R N 30-32.19" E 18.56' L2 M N 30'35'40" E 18.55' L3 R N 24'44'19" E 15.37' L4 M N 24'42'36" E 15.41' 10a soar \ , PGS32 O CODED NOTES: 1. ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION AND TRANSFORMER LOCATION. MECHANICAL EQUIPMENT CANNOT BE VISIBLE FROM HIGHWAY CORRIDOR. 7i T 2. 2 - 2" CONDUITS, ONE FOR TELEPHONE SERVICE AND ONE FOR INTERNET SERVICE. CONTRACTOR TO COORDINATE WITH 1 V 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. PROPOSED 1" METER TO BE PROVIDED BY ALBEMARLE COUNTY SERVICE AUTHORITY. 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 COMPLETE THE TAP. 8. GAS SERVICE. CONTRACTOR TO COORDINATE WITH GAS COMPANY FOR CONNECTION. 20 0 20 40 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 GRAPHIC SCALE (IN FEET) 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. 11. PROPOSED WATER EASEMENT DEDICATED TO ALBEMARLE COUNTY SERVICE AUTHORITY. 12. OILANATER SEPARATOR INSTALLED IN BUILDING INTERIOR, REFER TO PLUMBING PLAN. 465 460 455 450 445 n -0+25 20.00 STA.0+17.03 6" c0 S3 STA. 0+02.0 r RIM = 456.42 6" INV. = 451.17 (N) STA. O+g5.42 6" INV. = 451.17 (SW) S1 6" CO STA. 0+34.88 RIM = 456.32 " CO S2 6" INV. = 449.54 (SE) RIM = 4566 6" INV. = 449.50 (SW) 01 6" INV. = 450.80 (NE) 6" INV. = 450.80 (NW) PROPOSED GRADE S4 6" CO RIM = 456.95 6" INV. = 451.44 (NW) 6" INV. - 451.44 (S) R P E PIPF EXISTING GRADE GAS 13.1'-6" SAN @ 2.08% 17.9'-6" SAN @ 2.08% 60.5'-6" SAN @ 2.08% EX/ST/NGSEKE LATERAL. CONTRACTORTO wa n• v v wCL W p v u�CL v v ixa M M N v v v XCL v v 1 11 SANITARY SERVICE PROFILE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. 1 +00 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE OF AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES., SERVICE LATERALS, AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT.) 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 465 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 460 460 460 STA. 0+0.00 - PROPOSED FIRE HYDRANT 455 455 450 450 445 445 wa 1+25 Ems STA. 0+22.48 PROPOSED 6" TAP AND GATE VALVE. SEE CODED NOTE 7. 455 445 STA. 0+22.48 PROPOSED 6" TAP AND GATE VALVE. SEE CODED NOTE 7. 455 445 w a -0+15 0+00 0+35 WATERLINE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT gra $1 .com -1 / 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 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 438.85M FAX: (888) 2084826 O O N O N N c 0 N N E J � Q N 2 L W > � 3 U w 0 W N � a (L 55 a a � � 3 3 v m ¢ ¢ z u z z z m z Q a a a a Lu W> r r W z W F- it Cl) Cl) m(L m w Q 4¢ O Q Q z z z z z ~ w m w w Z 0 r- 0J LO V M N O z 7- O N N LLI U> z aw = J UJ J C0 Ow Z W Z Q _ LLI U z Lu J> ry J > LLI 0 2020 CESO, INC ZACHARY DAVID v ' " - - " 12/08/2020 Project No. 757280-01 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title UTILITY PLAN Drawing No, C6.0 1' COMPRESSION z 31e MALE PIPE OR APPROVED EQUAL Ui NOTE; NO SWEATED FITTINGS DUAL SERVICE 1' TYPE W SOFT COPPER CD SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 3S' MIN. 1/8 BEND COUPLING-\ Atr"_ I 0 Col 0 FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SEANCES. z' 2 1' COMPRESSION ■ J/4 MALE PRE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. -� `CORPORATION sTOP / tc; ' y' `CRY //// Aa'its . SAND OR DUST UNDER . ;+ !°ve-"'+!e 4 4' DIAMETER DRAIN PIPE. 12' BD1( AND 9ETIER (2�INCI O'+�A �. �wAl��, ,h LONG STONE POCKET VDOT MINIMUM 1HICKNESS)."";`�1inieFf4".'.t�tvw�:"eli. SPEC. 203, NO. 5 7 �i00SECATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 117 METERS) NTS FIG. W—BA fD-10 SYMM. FINISHED GRADE PAVEMENT I LOAM 6" 1 1 W=4/3 D + 18" 1 6" X'-X" MIN. DEPTH OF COVER COMPACTED APPROVED BACKFILL (95% COMPACTION) DETECTOR TAPE COMPACTED SAND BACKFILL 3" IN EARTH 8" MIN. IN ROCK COVER LIFT NOTCH 12 3/8" r WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. EDGE OF TRENCH TRENCH WIDTH O.D. +2'-0" MIN. ID 6" MIN. 1'-0" MIN. 6, IN ROC 0 , O.D. 1'-0" TYPICAL METER BOXES (5/8"-l" 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 TYPICAL SANITARY SEWER TRENCH SECTION NTS 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 IN EARTH 88. 4" TOPSOIL 2. NOTE: PIPING TO BE HYDROSTATIC TESTED 2 HOURS @ 100 PSI. OVER NORMAL OPERATING PRESSURE AFTER INSTALLATION APPROVED COMPACTED BACKFILL TYPICAL WATER MAIN & SERVICE TRENCH DETAIL (95 DENSITY) % MAX DRY NTS COMPACTION PER ASTM D1557 IN 8" LIFTS F 06 Of JwO // w 1- �ofo 0 LL LL N N 0 UTILITY PIPE. SIZE AND MATERIAL PER UTILITY PROVIDER — REQUIREMENTS BOTTOM OF CONDUIT TRENCH 7" SAND BED FROM MAIN TO METER PIT (GAS LINE ONLY) T-0" MIN IN ROCK IN PAVEMENT SEE DETAIL FOR PAVEMENT SECTION TRENCH WIDTH: P-6" (GAS) P-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 ►a WATER 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 ----\ ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE z z A-Z X__� LINE 2500 P.S.I. CONCRETE $ a 2'x 2' BEARING AREA. THRUST BLOCK 4 d• e n 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 NOTE:HYDRANT •7 • / • VILLE THREADS WHICH IS THE LOCAL STANDARD. I\ m mml LENGTH OF BRANCH VARIES I I I m 6' MIN - • ,:: IM �++ 1 1��4 \�\CU FT —'ALIVE BOX :;' i.•' !GATE 6VA • ,, ; a" x s" TEE 250E P.S.I. CONCRETE BASE AND THRUST ` �:• :�::�. I���Iy�� ``�; �• BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR W WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 0 N N E a J � 1- 2 � o w N DO DO U > W Z 3 Er U w 0 > w N Of a a U) CO CO 0 0 a a D) 0 3 3 v m ¢ ¢ z U)z z z z m Q w a a a W a LULU > - F- F- Z F ~ Cl) m U)d cn w a a a 0 a Q z z z z z 3: w w w w Z 0 r- G1 N) V CO N z 7- O C) N N LLJ > z aw = J UJ J C0 O LLI _ z0 ELECTRICAL CONTRACTOR Q J LIMITED ACCESS MANHOLE - TO CONNECT OR CADWELD 4" X 6" GASKETED HAND HOLE TWO STAINLESS STEEL FLUSH-- CAST IRON COVER. y J . ,~^ MOUNT BOLTS, CAST COVER W/ GROUND WIRE TO POLE BASE GALVANIZED STEEL SKIRT. BUNA-N GASKET CYLINDRICAL FORMED CONCRETE BASE 2-0" Z = STEEL PLATE CLEANOUT PLUG MEETS H-20 LOAD RATING. 1" x 45' CHAMFER DIAMETER PAINTED SAFETY YELLOW. W U COVER CONCRETE COLLAR GRADE I~ 12"PAVEMENT Z LLI cq 4 - 40" X VO ANCHOR BOLTS > FINISH GRADE N Q 10" PIPE W/ #REINFORCING TIES 12" ON CENTER > 0 BELL �— - (TYPICAL FOR THREE) J 4 #5 BARE GROUND WIRE Q Z LI z N CADWELD CONNECTION (BOTH ENDS) > L o 3/4" X 10' COPPER WELD GROUND ROD ALTERNATE J� 9 " z DOw z (LIGHTNING PROTECTION) Z CONDITION a UNPAVED AREA SECTION RISER SHALL BE 6" DIN _z o Q PVC - SCHEDULE 40 CONDUIT Ur (WHEN THE MAIN RUN IS LESS (PROVIDE SCHEDULE 80 UNDER THAN 6"DIN. THE RISER SHALL o O 3" COVER HEAVY TRAFFIC AREAS) MATCH THE MAIN PIPE SIZE) ao © 2020 CESO, INC GALVANIZED STEEL TO PVC as°BEND __�_ CONDUIT CONNECTOR O LTHOFD� INVERT - SEE PIPING MAIN RUN - SIZE PER PLOT OR GALVANIZED CONDUIT90°ANGLE 6) PLAN PIPING PLAN O 6" LONG PIPE ZACHARY DAVID 4 -#8 STEEL VERTICAL REINFORCING BARS FRESH L N PLUG 7- DIA. . . 6 CONCRETE w� BASE WYE WYE SSIONALE TYPICAL LIGHTING POLE BASE 12/08/2020 NTS Project No. 757280-01 PIPE CLEANOUT scale NTS AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title UTILITY PLAN DETAILS Drawing No, C6.1 6" CONCRETE PAVEMENT, 4,000 PSI 4" COMPACTED AGGREGATE BASE (REFER TO GEOTECH REPORT) COMPACTED SUBGRADE (REFER TO GEOTECH REPORT) EXISTING SUBGRADE CONCRETE PAVEMENT SECTION 1.5" ASPHALT SURFACE COURSE, SECTION 315, TYPE SM-9.5 (REFER TO GEOTECH REPORT) 2.5" ASPHALT BINDER COURSE, SECTION 315, TYPE IM-19.0 (REFER TO GEOTECH REPORT) 8" COMPACTED AGGREGATE BASE, SECTION 309, TYPE 1, SIZE 21A `(REFER TO GEOTECH REPORT) COMPACTED SUBGRADE `(REFER TO GEOTECH REPORT) / EXISTING SUBGRADE ASPHALT PAVEMENT SECTION TUTS 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( TYP.) W w A A Z -�� 12" EXPANSION JOINT 1/2" EXPANSION JOINT ��- LAWN OR PLANTING IF SHOWN ON SITE PLAN I114' R=1/8" TROWELLED OR SAWN JOINT 4' 4' CURB OR GUTTER LINE 1/2" EXPANSION JOINT WITH / SEALANT P X� 4" MINIMUM COMPACTED GRAVEL BASE, SECTION A -A " ALANT 4" CONCRETE (4,000 PSI) 6" X 6" W1.2xW1.2 WWF COMPACTED SUBGRADE TO 95% MAXIMUM DRY DENSITY PER ASTM D1557 WOOD NOTE: FIBER MOUNT 1. ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE EXPANSION JOINT CONCRETE SIDEWALK DETAIL NTS m� n nuenrn nwr nnnvo U-SHAPED BIKE RACK DETAIL NTS 30" LONG #6 REINFORCING BAR ANCHOR PIN 6'-0" T-0" 18" DIAMETER CONCRETE FOOTING 1'-0" UNO r 18" DIA. BOLLARD DETAIL NTS 6" GALVANIZED STEEL PIPE FILLED W/ CONIC, - SMOOTH TROWEL CROWN TOP 6" GALVANIZED STEEL PIPE PAINTED PER PAINT SCHEDULE - CROWN FOOTING - 3:1 SLOPE - 1" X 14" REBAR ANCHORS THROUGH PIPE BOTH WAYS -24"DIA. CONCRETE PIER. " X 14- REBAR ANCHORS THROUGH PIPE BOTH WAYS 1" STL. BOTTOM �PER PLAN TOP OF CURB I - 6" GUTTER LINE 211 BOTTOM OF CURB CURB TAPER NITS 6-6'TNO LEGEND: T-8" LONG 14" IS THE NORMAL SETBACK DISTANCE FROM A PAVEMENT 7 #4 REINFORCING BARS EDGE. 10" © IN A REMOVED AND RESET OPERATION, THE BLOCK WOULD GO ON NEW OR RESURFACED PAVEMENT. HOWEVER, IT MAY BE 5' NECESSARY PLAN ON SOME PROJECTS TO PLACE NEW BLOCKS ON EXISTING PAVEMENT. 7/8' DIA. HOLES FOR #6 REINFORCING BAR (ANCHOR PIN) TWO T-8" LONG #4 REINFORCING BARS RESURFACING 0 #4 REINFORCING BARS (TYP.) -EXISTING PAVEMENT ELEVATION SECTION NOTES: 1. ALL MATERIALS USED TO MANUFACTURE THE CONCRETE PARKING BLOCK SHALL BE IN ACCORDANCE WITH CMS 604. 2. THE MATERIAL REQUIREMENTS FOR THE ANCHOR PIN SHALL BE IN ACCORDANCE WITH CMS 509.02. 3. ALL #4 REINFORCING BARS SHALL BE EPDXY COATED AS PER CMS 509. 4. REINFORCING STEEL SHALL BE PLACED 2" CLEAR (MINIMUM) FROM THE SURFACE OF THE CONCRETE. 5. PAVEMENT WILL BE MADE AS ITEM SPECIAL, CONCRETE PARKING BLOCK, EACH AND INCLUDES REINFORCING STEEL AND ANCHOR PINS. BUMPER BLOCK DETAIL PAVEMENT SEALER BITUMINOUS CONCRETE WEARING COURSE BITUMINOUS CONCRETE BINDER COURSE 6" TROWELED JOINT CONCRETE SIDEWALK ]/1/8"ER FOOT 6 x 6 x W1.2 x W1.2 WWM SUBBASE SUBBASE COMPACTED SUBGRADE #3 REBARS J CONCRETE CURB NOTE: 1. ALL CONCRETE CURBS TO BE PC 4000 P.S.I. CONCRETE AT 28 DAYS 2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING INTEGRAL CURB & SIDEWALK DETAIL 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 4 TRAFFIC YELLOW SLOPE CONCRETE AWAY FROM POST SIDEWALK FINISHED GRADE 12" PARKING A J12" DIA. CONCRETE FOOTING COMPACTED SUBSOIL 12" VIOLATORS SUBJECT TO FINE 9. AND TOWING PENALTY $100-500 TOW -AWAY ZONE 12' - VAN ACCESSIBLE HANDICAPPED PARKING SIGNAGE DETAIL NTS 6' TOPSOIL PAVEMENT SEALER e" 4' BITUMINOUS CONCRETE =III MIN. m WEARING COURSE BITUMINOUS CONCRETE BINDER COURSE #3 REBARS " s CAST IN PLACE �" SUBBASE CONCRETE CURB , COMPACTED SUBGRADE NOTE: 1. ALL CONCRETE CURBS TO BE PC 4000 P.S.I. CONCRETE AT 28 DAYS. 2. CURB EXPANSION JOINT SPACING IS 10'-0" MAXIMUM. FILL WITH i PREFORMED EXPANSION JOINT RECESSED i INCH BELOW TOP OF CURB. 3. MAXIMUM HEIGHT OF CURB TO PAVING IS 6". STRAIGHT CURB DETAIL NOTES: 1. PROVIDE EXPANSION JOINT MATERIAL WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT, SIDEWALK OR STRUCTURE WITH THE TOP OF JOINT FILLER PLUS SEALANT FLUSH WITH ADJACENT CONCRETE SURFACE. 2. SEAL JOINTS WITH AN APPROVED SEALING MATERIAL 3. PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL WIDTH AND LENGTH OF THE CURB RAMP INCLUDING FLARED SIDE RAMPS. 4. CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK PITCH. SEE TABLE A JWC-207 FOR TYPICAL RAMP DIMENSIONS. 5. WHENEVER POSSIBLE, CONSTRUCT THE TRANSITION SLOPE FROM THE CURB RAMP AND FLARE SIDES TO ADJOINING SURFACES WITH A GRADUAL CURVE RATHER THAN AN ABRUPT ANGLE. 6. ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE PM-10 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. y' 1 :12 5.0 FT. 4.2 FT. 5.0 FT. 6^ 1:12 6.0 FT. 5.0 FT. 6.0 FT. 7" 1 :12 7.0 FT. 5.8 FT. 7.0 FT. 8" 1 : 12 8.0 FT. 6.7 FT. 8.0 FT. 9^ 1 : 12 9.0 FT. 7.5 FT, 9.0 FT. 10, 1:12 10.0 FT. 8.4 FT. 10.0 FT. 11' 1 '12 11.0 FT. 9.2 FT. 11.0 FT. 12" 1 '12 12.0 FT. 10.0 FT. 12.0 FT. CURB RAMP DIMENSIONS EXISTING CONDITION iz MAX. RISE MAX. RAMP NOMINAL RAMP SIDE FLARE SIDE FLARE OF RAMP SLOPE LENGTH DIMENSION AT DIMENSION AT CURB (1 :10) CURB (1: 12) 3^ 1 : 8 2.0 FT. 2.5 FT. 3.0 FT. 4" 1:10 3.3 FT. 3.3 FT. 4.0 FT. 5' 1:10 4.2 FT. 4.2 FT. 5.0 FT. 6^ 1:10 5.0 FT. 5.0 FT. 6.0 FT. USE ONLY WHEN SPACE LIMITATIONS PROHIBIT THE CONSTRUCTION OF 1: 12 OR FLATTER SLOPES. • CURB HEIGHT PLUS RISE OF SIDEWALK CROSS SLOPE HANDICAPPED RAMP DETAIL AND RAMP SCHEDULE NTS WHITE BORDER (OPTIONAL - SEE SYMBOL NOTE 2) 2 4" I POINT OF i - I RADII - � I - I a ' I BLUE MARKING (OPTIONAL - SEE NOTE 2) WHITE - STROKE WIDTH " 4" 2-'ri- I I 11-6.. 1'-1" 5,/z" 4" 4" 3'-O" 4" 4" I' I4'-B" 2„ /2" 1%2" 2, INTERNATIONAL SYMBOL OF ACCESSIBILITY - SPECIAL SIZED NOTES: 1. 1 GRID UNIT - 2 INCHES 2. BLUE MARKING AND WHITE BORDER SHALL BE OMITTED EXCEPT WHERE SPECIFIED IN CONTRACT DOCUMENTS. 1V00T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS REFERENCE SHEET 10 OF 15 REVISION DATE SYMBOL DETAILS 704 1340.19 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS CESO I WWN.Ogoolne•so■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 4354584 FAX: (888) 2084826 N N N N N N Co O N O N � CO O N O o o o o c 0 N N E J � 1- C LU w L to W m 3 Of U) w z Of a a 5 a a � Ui Or)0 3 3 't m Q r Q z U z z z m z Q ILL(L a 0- W (L a > F F F ILL z F~ LU Of m m m a m w Q Q Q O Q Q z z z z z F m D- D- m ? O n 0 LO V P9 N O Z 0 rn N W N Z� aW = J UJ J co OW Z <O Z Q W U Z_ W\ J / O J > W rQ V 2020 CESO, INC ZACHARY DAVID v " 12/08/2020 Project No. 757280-01 Scale AS NOTED Drawn gAg Checked TJV Date 03.06.20 Drawing Title CONSTRUCTION DETAILS NTS Drawing No, C7.0 GR-2, 2A 2016 ROAD & BRIDGE STANDARDS )( 27-Y4" MIN - 28-Y4" MAX RAIL HEIGHT GR-2 W-3" POST SPACING) MAX DYNAMIC DEFLECTION • 3' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05 FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN '/e" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27)'4" MIN - 2B)'4" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 3'-1'/i' 3'-1%2" N-1'/2. 3'-1'/2„ x x%�ia' %w�%w�'N. ' l�iNN. la Nl• II II II III II IJ IJ J IJ IJ GR-2A (Y-1'/2" POST SPACING) MAX DYNAMIC DEFLECTION • 2' q T x OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL RAIL ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE 6'-3". FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE 1_S FLARE RATE FLARE RATE 70 9' 30:1 15:1 * 60 S. 264 14:1 * 50 6.5' 21:1 11:1 * 40 5' 16:1 8:1 30 4' 13:1 7:1 * * SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. ROAD ANXBRIDGE STANDARDS A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION 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 — i T 70 H FINISHED ;;I I GRADE --I 2016 ROAD & BRIDGE STANDARDS LOW-PERMEABI= SOH. FILTER FABRIC STRUCTURAL NOTES: BACKFILL 1. STRUCTURAL BACKFBLL IS TO BE PLACED IN 8- TO 244NCH (TYPICAL) LIFTS 2. STRUCTURAL BACKFBLL MUST BE MANIPULATED INTO ALL VOIDS BETWEEN BLOCKS TO ENSURE ADEQUATE BOND T BETWEEN BLOCK AND CONCRETE MASS. 2,-0" (TYPICAL) / �/• I 1•/ 4" DIA. DRAINPIPE I —I I I 6" 6" Ilt 2'_0" 3 TO.4 OF H (TYPICAL) —III I II' I`I I III I I I=1 I I I I, STRUCTURAL ° - • - - BACKFH,L DEPTH PER DESIGN a 0oa0aoaO� ENSURE VOID AREAS BETWEEN UNITS ARE FILLED COMPLETELY These graphic representations are intended for v' U Diamond Pro® Retainlri win I irr e. kJA N C H O R " preliminary design purposes only and are not to Ag Wall System BUILD SOMETHING BEAUTIFUL be used for construction withoutthe signature Date, Typical Cross Section Anchor Wall Engineering LLC of a registered professional engineer. 4/15/2010 t" 5959 Baker Road, Suite 390 O 2010 Aahor Wag T�ginnah, LLC Scale, Priciect Typical Details For Minnetonka, MN 55345 ® and- Arxhor Well Systems, Inc. 3/8"=1'4' the AnchorplexYm Retaining Wall System DPSA0509C 2016 ROAD & BRIDGE STANDARDS 2A WASHER �GRI-2, %"08" BOLT ^ . NUT = _ __ —_— - �'q" HOLE v I a HOLE _ < 6"x 8"x1'-2" TREATED PINE BLOCK OR 6"x6"z1' 2" N" HOLE 8 8 RECYCLED MATERIAL. �� TREATED PINE Po BLOCK OR RECYCLED �4 GALV. STEEL 10D p MATERIAL COMMON NAIL w SEE NOTE 5. N 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL REATEDD 1 TEA TREATED i CONTAINING STEEL BLOCKOUTS. PINE BLOCK °' BLOCKOUT FOR MAINTENANCE TREATED I'1 REPAIR ONLY SOUTHERN PINE 1 _CT19 4 7)'4" LESS THAN V-O" Ye" HOLE 6x8 WOOD POST � 3�e 4"x 8"z1'-2" TREATED PINE BLOCK. STRONG POST THE CRT POST IS FOR USE WITH THE STANDARD GR-10 TYPE IIIOR WHERE 4" WIDE BLOCKOUT B'-0" POST GUARDRAIL REQUIRED STE-p�,R BY THE ENGINEER IN THE F PLAANCISFIED ly �4.7 DETAIL A H4" DIA POST MAY BE HOT ROLLED OR WELDED. HOLE � � y;• �e.".I GUARDRAIL INSTALLATION — HOLES I I SITES REQUIRING LONGER II GUARDRAIL POSTS y 3,. N V ) V - - II N •1„ I < J NOTES II 6"x8"x1'-2" a x1D" BOLT TREATED PINE w &NUT 1. ALL BOLTS, NUTS, WASHERS, AND OTHER i BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. _ :o y- —III II RECYCLED w II MATERIAL w 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH I' II Al OR z THE RESTRICTION THAT THE SAME TYPE OF W'6z9 POST AND BLOCKOUT MUST BE USED IN ANY II SINGLE RUN OF GUARDRAIL. - _ - II OPTIONAL HOLE 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE 3'/2" DIA HOLES ,1 II TO FACILITATE GALVANIZING )I JOINT, HARDWARE, ETC. SEE SHEET NOS. 501.01 AND 501.02. 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER 5/9" x 18 BOLT IS INSTALLED. II�'JTI HOLES IN POSTS g•• I s„ AND BRACKETS TO BE A;' DIA CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS 236 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 501.05 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 2016 ROAD & BRIDGE STANDARDS 4" TEE I 4" 0 PERFORATED ��/ DRAIN TILE (EL VARIES, �,���-����� SLOPE I%MIN.) W) -- --000a OQO° QO 2" CUT REMOVE PORTION OF ADJACENT UNITS TO ALLOW DRAIN TILE THRU FACE DAYLIGHT DRAIN THRU WALL FACE DAYLIGHT DRAIN THRU WALL FACE & EXTEND THRU SLOPE r Fc)t KB l:i.'i II { SPACING VARIES 50' MAXIMUM &IJA N C H O W This drawing isforilustrana Diamond Pro Stone Cut® Retaining Wall System "_,'-0° SB ultinalbe onlyand sheithouthe BUILD SOMETHING BEAUTIFUL used for used far conatrucaon without ax; Date: DraWIN number. 02015 Anchor Wall Engineering, U-C 0 and^' Anchor Wall Systems, Inc. signature of a registered professional engineer. Drain Pipe Through Toe Slope 1/1912016 DPCR20 CESO WWN.sgooine.so■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 N O O N O O O N O 00 O N r— 0 cD O N m N O O (D O O J Q ~ W DO DO on Z) (n w Z UJ Q Q H t H OL OL LU 00 mOL a DO �� 0 0_' Z Z M w V M Q Q Z (n DID WJ J J D J M OL OL OL 0a j H H� Z H H M CO (n 00 Ja (n _, M w a z 1LZ—L 1> LLLL Z O N 0 0 E U) N C 0 N of r- I O I 'n "t I M I n' I— I Z r O N /W V > Z W Q W 2 UW W U) CW Z Q Z W U Z W W > > 0 Q ry > W I Z a 2020 CESO, INC VALTH Ol,(! err ZACHARY DAVID �I)ry'A, 12/08/2020 Project No. 757280-01 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title CONSTRUCTION DETAILS Drawing No. C7.1 PRECAST CONC. TOP CAP SEALANT AND BACKER RC 3 112" 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 6" 0 PIPE BOLLARD - SEE DTL 6/A-10. Kzz 6" CONIC. SLAB W/ 6x6 W2.9xW2,9 WWF ON COMPACTED 6" CRUSHED STONE N 1/2" EXPANSION JOINT W/ URETHANE SEALANT 1 h .� 4 , . .,Y I . •�' , • . e e• I 1Xx • . VERT. REINFORCED CELL I�D 10 m o0 10, mI0 w z J SECTION © TRASH ENCLOSURE SCALE: 3/4" = 1' — 0" 12" CMU - GROUT ALL CELLS SOLID BELOW GRADE CONC. FOOTING W/ 4-#5'S CONT. T&B #4'S @ 12" O.C. nn n♦ nu v n nrnv 1,NIVL IOULIJ OL LUUMIVb ULViUr W/ VLMHURL nULU TO PREVENT BOLTS FROM DRAGGING ON CONCRETE DUMPSTER ENCLOSURE FRONT ELEVATION SCALE: 1/2" = 1' — 0" Ad •- d • d • • a • a • . 4 G d a :d • a �. d. a' 4 d d c a • • a d NOTE: GATES SHALL BE EQUIPPED WITH DROP (CANE) BOLTS, HEAVY DUTY HINGES AND LATCHES (WITH PADLOCK) DRILL HOLES 2" DEEP IN CONC. / PAVING TO ALLOW DROP BOLTS TO HOLD GATES IN CLOSED POSITION AND AT AN OPEN POSITION OF 900. POSITION VERTICAL HOLD TO KEEP CANE BOLTS FROM DRAGGING CONC. —BRICK — CMU STEEL GATES AND GATE DOSTS PAINTED 'HOMESTEAD 3ROWN". SEE )ETAIL 2/A-10 00 -OR ADDITIONAL NFORMATION 'O -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 I I I L_J STL. POST & FOUNDATION (TYP.) I L---_—J I I I I I I I I I I I I � I L _ J I I L_----J 1' -6" 0 FOOTING NOTE: ALL EXTERIOR TRASH ENCLOSURE STEEL SHALL BE GALVANIZED 200 I C4 TOP OF PAVEMENT A-1ol SCALE: TYP. DUMPSTER ENCLOSURE SIDE ELEVATION �1J SCALE: 1/2 = 1' — 0" s A-10 an�_n^ #6 REBARS AT EACH END, EACH CORNER & AT 24" O.C. 6" DIA. PIPE BOLLARD - SEE DTL. 6/A-10 EXTERIOR VENEER TO MATCH BLDG. 6" CONC. SLAB W/ 6"x6"W2.9XW2.9W W F ON COMPACTED 6' CRUSHED STONE CONC. APRON TO MATCH PAD CONSTRUCTION. SEE CIVIL DWG'S FOR PAD DIMENSIONS 1/2" EXP. JOINT W/ URETHANE SEALANT EXTERIOR VENEER RETURN TO MATCH BLDG. 5" CONC. FILLED GATE POST. SEE 1/A-10 GATE TO SWING 180 DEGREES DRILL HOLES IN CONC/ PAVEMENT FOR CANE BOLTS. HOLES SHALL BE PLACED TO HOLD GATES IN CLOSED POSITION AND AN OPEN POSITION OF 90 DEGREES TYP. AT ALL GATES 4"=1'- tU, PRECAST CONC. TOP CAP EIFS TO MATCH BLDG. (ABOVE WAINSCOT) m 5" STEEL GATE POST (SEE DTL 2/A-10) Q N CONT. STONE V SILL TO MATCH RICK WAINSCOT TO MATCH BLDG. (TYP.) 3"x1/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 2"x2"x3/16" TS FRAME 3"A/8' STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 2'x2"x3/16" TS HORIZONTAL RAIL 3/16"x2" STL FLAT BAR BRACES WELDED TO FRAME 3"A/8' STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 —�� ROUND OVER TOP OF CONCRETE 6" DIA. X GALVANIZED STEEL PIPE, SOLID IN CONCRETE. PRIME & PAINT VALVOLINE RED. DOME TOP OF CONCRETE FOOTING (1") • PAVEMENT AS " 7 J CIVIL DRAWINGS • . & DETAILS / d.. T-6" OF PIPE BELOW " GRADE CENTER IN CONCRETE 18" DIAMETER, 4000 PSI, AIR ENTRAINED a. CONCRETE BASE !'4 8" COARSE STONE, HAND COMPACTED STURBED RCOMPACTED SUBGRADE BOLLARD DETAIL SCALE: 1" = 1' — 0" R-R yl 3"x 1/8" STL. PLATE DECK CLOSURE WELDED TO FRAME ON THREE SIDES (SEE ELEV.) 2"x 2"x 3/16" TS FRAME (TYP OF 3 - SEE ELEV) TOP/CENTER/BOTTOM FRAME 2"x 3/16' STL. PLATE DIAGONAL STRAP BRACING (SEE ELEVS.) 1 1/2" x 22 GA. GALV. STL. B DECK 3 GATE SECTION A-10 SCALE: 3" = 1'— 0" 5"0 CONIC. FILLED SCHED. 40 PIPE HINGE SLEEVE 11/2" x 22 GA. GALV. B DECK e. e d a 2 x 3/16" DIAGONAL BRACE a°. ° WELDED TO FRAME 6'x2'x1/4' PLATE WELDED TO HINGE SLEEVE AND GATE FRAME PLAN 2 x 2 x 3/16" TS FRAME VIEW GREASE FITTING ELEVATION VIEW HINGE DETAIL A-10 SCALE: 3" = 1' — 0" GREASE FITTING 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 "VALVOLINE RED". GATES & GATE POSTS: FIELD PAINT w/SHERWIN-WILLIAMS 866-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF SHERWIN WILLIAMS 7515 HOMESTEAD BROWN. SEMI -GLOSS DTM ACRYLIC B66-200. CESO 3801 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435.8584 FAX: (888) 208-4828 N N N N N N N Y O O N C '0 O N V O O O O O N C N E a ) J � Q N C W L U) N Of 0) w z LU a a CO m UJ co a a cn 53 j o a o z m a w a a a W a w j W W W z W I__ n U—)U—)C- U) _, w Q z z z a z E Z w w IL > w Z O r (D m V M N o Z 0 CA N N W 0 Z =Lii J UJ J � O Lu Z ~ Of a �Z= WU ZW J Q jW Z 2020 CESO, INC �d,F.AI.TH Or/, "LACIlARY DAVID FRFSHNOlk Y 12/08/2020 Project No. 757280-01 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title DUMPSTER ENCLOSURE DETAIL FOOTING DETAIL SCALE: 1" = 1' — 0" DUMPSTER ENCLOSURE PLAN SCALE: 1 /4" = 1' — 0" Drawing No. C7.2 O TBMJ{1 FOUND 1/2'REB.4RGU/ L/NC LNCAP \ DI ADJACENT COMMERCIAL DEVELOPMENT / 0.1 0 \ \ +0 0• OVERALL PARCEL BOUNDARY \ 0.0 3 PROPOSED VALVOLINE 0 / \ \ GROUND LEASE -LINE 0.0 // \ 1.2 1.5 1.1 1\ 0 1.1 2.0 1.9 1.77 1.0 \ '7 / 0.0 / .9 \ 0.6 / ,O 0 0 / 11, 7 .8 2.7 .0 1.8 1.9 1.3 1.3 1.2 �\ 1 \ \ \ \ \ �\ 41' . G 3 nlci� 4' 0 . 0 / / / i/• 5 + • 8 3 . 3 . 1 . 3 1 .2 1 . 5 1 . 4 1 .2 1 . 5� 0 . \ it ?,� 0 . 41 ti y W + + + + + + + + + + + / 0.1 1 1 2 2 2 1 7 1 1 2 1 4 . 5 D1Ca 3 3 . 9 .0 .5 �5 .0 F- ^4 \ cow MH: 20 / \ 5 j kI q 1. 1.2 2.7 2.9 4. 1. 3.0 2.0 1. 0.9 0.7♦ j0 1 / / / /.2 EWNB0. 1/ ..9 2.2 1.8 1. 4.2 2.1 2. 1.0 0.9 MH: 10 � ♦ � Qr / ti ♦ / .0 / .5 0.9 1.7 2.3 2. / / 5.6 2 + .0 +0.8 0.9 0 1 / / / VIOC / / GANDER DRIVE ♦ 0.0 _ _ 01 -2 F - - + + + + cDw + + / A 080 S H 28' 11" + ��+ + + + / 0. .4 0.8 1. 2.3 2 3.5 2.8 1.9 1.5 .0 0.8 � / + /� // 4 o.o / / ♦/ 0 1 0.4 + 0 1 2.3 2.0 1.7 1 .9 1.4 1 .2 0 . 9 ♦ \�{� 0 / � \ EWNB ti / EWNa / � MH: 10 0 2 ♦ + O MH: 12 / 0.2 0.5 � 4.8 1.9 1.3 1. .3 1.6 / 1 /;Z�� EWNMH: 10 / ♦ /0 2 N 2 Ct, 5Q 9 � � / 4. M'. 1.2 1 .6 2.2 1.5 �Q 0 � \ ♦ 01 \+ c / / 0.6 3�.2 0 T8 J 3 9 . 3� 1.4 + .7 5. 7 1 .♦ 0.0 \ / 0 / \ \ \ \ ♦ FD D 00 \ MH: 20 0 1 3 1Z1 1 0 9 1 0 3 0 7 ,Ei 6 a 20 0 20 40 GRAPHIC SCALE (IN FEET) \\� \ \ \ 0.7 o ti \ PROPOSED VALVOLINE \ GROUND LEASE -LINE \ \OVERALL PARCEL BOUNDARY \ \ Oyu 0 7PEL7a LBfS 4PPROI�EO S/TEPLAN/ .D �0 0. \ /0 0 0 0.0 / 0.0 �^Aggq Calculation Summary Label CalcType Units Avg Max Min AvglMin MaxlMin Horiz Spill @ Prop Line Illuminance Fc 0.11 1.0 0.0 NA.. NA. Pavement Area Illuminance Fc 1.80 7.8 0.2 9.00 39.00 Sidewalk Area Illuminance Fc 2.04 6.5 0.1 20.40 65.00 NOTE: THE PARCEL BOUNDARY LINE IS TREATED AS THE OVERALL PROPERTY BOUNDARY IN WHICH FOOT-CANDLES CANNOT EXCEED 0.5 F.C. WHEN ADJACENT TO A PUBLIC ROAD OR RESIDENTIAL AREA. THIS REQUIREMENT IS MET, AS SHOWN. O CODED NOTES: 1. LOCATION OF EMERGENCY LIGHT FIXTURE. FIXTURES ARE MOUNTED ABOVE BUILDING DOORWAYS. REFER TO ARCHITECTURAL PLANS FOR EXACT MOUNTING HEIGHT. Luminaire Schedule POLE MOUNTED FIXTURES AT HEIGHT OF 20FT ABOVE FINISHED GRADE (MOUNTED HEIGHT OF FIXTURE INCLUDES POLE BASE) Symbol Qty Label Arrangement Total Lamp Lumens LLF Description Lum. Watts b 4 EWNB SINGLE NA. 1.000 1-EWNBOA47301NBLCKO 44 1 SC5 SINGLE NA. 1.000 1-EALP032C5SM73ONDD1BLCKF 50 �0 1 D1C4 BACK -BACK NA. 1.000 2-EALP032C4AF73ONDD1BLCKF 53 1 SD2_BS SINGLE NA. 1.000 1-EALP032D2AN73ONDD1BLCKF WITH ELS-EAL-ABL-BLCK 74 ARCHITECTURAL REVIEW BOARD STANDARD NOTE: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. Evolve'" LED Area Light (EALS-03) EALS 03 E = Evolve 03 = 3rd 0 =120-277• SM=Symmetric 117 = AL=Area Light Generation 1=120 Medium 5 - 12=208 SW=Symmetric Wde -240 SH=Symmetric =277 High Angle =480 AF=Asymmetric =347 FOnVON =347-480 AH=Asymmetric at avoimde High Angie fin Fusing. AW=Asymmetric Wide of choosea AN=A�mmetric screetwiitage Narrow/Auto inFCroon 7 30=30000 N=Drmm7-ppon C1r Sld 40=4000K PErecepta rele caFEntroll 1lntegml fo=25'-2'Pipe 50=5000K D=Edernil D=ANSI 7-pin PE 1166in.OD-2.378in OSelect Dimming l8/2-aft' receptaclevriM ODp 30DOKCCT cable shi cap provided 01=Universal For IDA K=N"mmde' Mountingg Amufided Approved All constructions Note: See accessories forround orsquore units supplied with section on page lOfar PE Central orclerimg pole moure'ng'• K3=Knuckle Slipfitte ANSI C136.41 7-pin Receptacle forl9in-2.3in.00 RequiredforCx Tenon'++ S1-Knuckle Shplitte Optical Codes. Not for 23in.-3.0in OD avadablemi-miner Tenon*++ optical codes. V1=Knuck1e Wall Note. Standard Moui dimming0-IOV I Sgipliedwith 3Fr er S'U plied j3Fr *14/3 powercable ++Restricted Aiming _ Angle O'to+45' GRAY = Gray 1-Fusing BUCK = Black H=Mader SemariSanst wrtchl DKBZ=Dark 142=1kotion5ensorlDoiotreel Bronze J=cUVCanoda WHTE=White' U=Tootiess Entry R= Enhonced Surge Protection 11005W S1= Rotated Left t 52=Pointed Fight t T = E4+ated Surge Protection (2o IOkA) DAa dimming^+ V= V=3-Position Termmol BkxkY =Coastal Finish KNR=Spectol Options 'Geria MandixtimboddEry +0MPV MMmFLgh61dt0redo Nmmnpr *at347AWVW1k mllunercor=nhol trararn,dMlmdgN14Ndituban one nro asemblNNinmvnula[luin9. Ie opdi=6ehrsymmeair 0annhv . ,et. Ili In. rm.owiim7ib148N 1 CS I Symmetric Medium ISM) 7300 7500 46 B3-UD-G1 B3-U0G1 EALS03 _C55M730IES EALS03 C5SM740_ .IES EALS03 SM75.IFS I DS Symmetric 9800 100064 63-1.10-Gl 33-UO G1 EAL503_05SM730 IES EALS03DMEALS03_D5SM750-IES IFS_ I Symmetric Medium ISM)14700 15000 101 B4 UO G2 B4-UO G2 1 EALS03 F55M730 IES I EALS03 F5SM740 .IES EALS03 F5SM750 .IES H5 II Symmetric Medium (SM) 19600 20000 140 B4 UO G2 34-U0-G2 EAS03 H5SM730_IES 1-EAL503H5SM740 .IES EAS03_H55M750_,IES - - JS S mmetric Medium SM 24500 _ oo 186 B4 UO G2 B4-UO-G2 I EAS03 J5SM730 IES EAS03 J5SM740 IES EAS03 J5SM750 .IES )_ I_ I _ _ KS Symmetric Medium ISM)29400 30000 239 BS UO G3 BS-UO-G3 I EAL503 KSSM730 IES EAlS03 KSSM740 IES EAL503 K55M750 .IES v CS Symmetric Wide (SW) 7300 7500 46 02 UO G1 82-U0.G1 EALS03 CSSW730 .IES EAS03_CSSW740 IES EALS03 C5SW750 .IES y I DS v5 mmi Wide SW 9800 - 10100 64 ' B3 UO G1 B3-UO-Gl EALS03 03 D5SW736 EAL03 D5SW740 IES EALS03 D5SW750 ..IES TypeV ICI Symmetric Wide (SW) 14700 _ 15100 101 1 B3 UO G2 63-1.10-G2 EALS03 F5SW730 .IES EAS03 F55W740 IES EAL03 FSSW750 JES HS Symmetric Wide(SW) 19700 20200 140 1 04 UOG2 64-U-U0G2 EALS03 H5SW730_IESI EALS03 H55W740_IES EALS03 HSSW750 .IE5 IK5 1 Symmetric Wide (SW) 29600 30300 239 L. BS UO-G2 BS_UO-G2 EALS03 _K5SW730_IES EALLS03_KSSW740 IES EALS03 _KSSW750_IE5 1 CS I Symmetric High Angle ISHI 7000 7200 46 I. B3 UO Gl B3 UO Gl EAS03_CSSH730_IES EAS03_C5SH740 IES EALS03_CSSH750 .IES 1 DS S mmetnc High le SHI 9400 9600 64 B3-UO-G2 B3-U0G2 EALS03 D55H730.IE5 EALS03 D5SH740 IC5 EALS03 05SH750.IES Y 9 I II_FS_j; Symmetric High Angle ISHI 1QO0 14500 101 I_B4-UOG2 84-U0 G2 EALS03_FSSH730_ IES EALS03_F5SH740 IES EALS03 F5SH750 JES H5 lSymmetric 1 S High gle SH 18960 _2411000 140 B4-U0.G2 84-UO G2 EALS03 H5SH736.IES EALS03 H5SH740 IES EAEALS03H5SH750 .IES Hl g . JS ' S mmetnc Hlg 9 1 1 hAn le SH 23600 00 186 O-G3 BS UBS-U3 J O-G3 EAL503 J55H730 IES EAL50SSH740 IES EAS03 J5SH750 .IES I KS Ilimmetric High Angle ISHI 1 28400 200W 239 I BS UO-G3 135-1.10-G3 EALS03 K5SH730IE5 EAS03_KSSH740 IES EALS03K55H750_.IES C4 I 1Asymmetric 1 Forward A 7300 7500 50 O-G2 Bl U81-UO G2 EALSO3_C4AF730_IE5. EALS03 C4AF740 IES EAS03 C4AF750 .IES sy Fl 1 04 Asymmetric Forward AFI 9800 10000 70 I B2 UO-G2 82-UO G2 EAS03_D4AF730 IES EAL503_D4AF740-IES EAL03_D4AF750_.IES F4 Asymmetric Forward AFl 1060 15600 116 1_82U0-G2 B2-0002 EAS03_F4AF730_IES EALS03_F4AF740_IES EALSC3_F4AF750_IES H4 Asymmetric Fonvartl lAFl 196W 20000 140 _B3U0-G3 33-1.10-133 EAL503_H4AF730_.IES EALS03_H4AF740_.IES 14 Asymmetric forward JAF) 24500 25000 186 B3U0-G3 B3-UOG3 EASO3_J4AF730JES EAS03_J4AF7401ES rype IV K4 Asymmetric Forward lA9 29400 3000O 239 B3-UG-G4 83-1.11 _ _ EALS03 _CK4AF730`IES EAS03_K4AF740_.IES C4 As mmeh Angle IAHI 7000 7200 50 B2 UGB2-UO G2 EAL03_4AH736_IE5 EAS03_C4AH740_IE5 D4 Asymmetric High Anie (AHI 9400 9600 70 80.B2-UO G2 EALS03 _D4AH730_ .IES EAS03_ D4AH740_ .ES F4 Asymmetric High Angle (AH) WO - 14500 116 B3010-0 B3-Ui EAS03_F4AH730_.IES EALS03_F4AH740_ IES I H4 Asymmetric High Angle (AH) 18900 19300 140 B3U0-G3 B3-U0G4 EALS03 H4A -..IES EALS03_H4AH740AES J4 Asymmetric High Angle (AH) 23600 24100 186 B3-Ui B3-UO-G4 EAS03_J4AH730-.IES EALS03_J4AH740-.IES K4 Asymmetric Hl hAn Ie (AH) 28400 29000 239 B3 UO-G4 B3-UO-G4 EAL03 K4AH730 IES �_EAL03 K4AH740 .IES C3 _ Asymmetric WidelAWl 7300 7500 SO B2 UO G3 62-UO-GI EAL03_C3AW730 IES EALS03 C3AW740_.IES D3 _ Asymmetric Wide(AWl 9800 10100 70 B2 UO G2 B2 UO G2 EAL503 D3AW730 .IE5 EAL03 D3AW740_IES F3 As mmetnc W3e - 14700 I5100 116 B2 UO G2 B2-UO-G2 EAL503 F3AW730 IES FAS03 F3AW740 .IES NpeIII v IAW_ H3 Asymmetric Wide WI 19700 20200 140 B3 UO G2 B3-UOG3 EALS03 H3AW730 .IES I EAS03 H3074C JES J3 Asymmetric Wide [AM 24600 25200 186 63 UO G3 B3 UOG3 EALS03 AAW730 IES EAS03 J3AW740_IES K3 Asymmetric Wide IAWI 29600 30300 239 B3 UO G3 B3 UO-G3 EALS03 K3AW730 .IES I EAlS03 UAW740JES C2 Asymmetric Narrow/Auto IANI 7300 7500 50 B2 UD G2 B2-UO-G2 EALS03 C2AN730 IES I EALS03 C2AN740_IES D2 As mmet{ic Narrow/Auto IANI 9800 10100�1 70 B2 UO G2 62 UO-G2 EALS03 D2AN730 .IES 1 EAS03 02AN740_.IES F2Type ll .Asymmetric Narrow/Auto(AN) 14700 15100 1 116 B3-UD-G3 33-UO-G3 EAI F2AN730 IES,I .EAS03F2AN740 .IES H2 As mmetric Narrow Auto N 19700 20200 140 63 UO-G3 B3-UOG3 A75 2AN730 EALS03 .IES EALS03 H2AN740 .IES H I I J2- Asymmetric Narrow/Auto(ANI 24600 25200 186 33-1.0-03 33-Ui EALS03 J2AN73O JES �_EALS03 J2AN740_.IES EAS03_J2AN750_.IES �K2 Asymmetric Narrow/Auto(ANl 29600 30300= 239 B3-U0-G3 33-UO-G3 EALS03 K2AN730 JES EALS03 K2AN740 JES EALSD3 K2AN750_IES Ordering Number Logic Evolve LED Wall Pack N Series (EWNBI EWN B _ 7 E = Evolve I B - photometric 0 =120-277• Series'B' 1=120 W=Wall Pack 2=208 3 = 240 N= Housing 4=277 Series 5=480 D=347 H= 347-4801 -Notamilable with Fusing. Must choose a discreet voltoge with F Option. 7=70(min) '30=3000K- I1=None IIN=None Required BUCK Black D- External Dimming 40= 4000K 3 = Button PE` DKBZ = Dark Bronze Leads Provided 50=5000K A=ANSI C136.41 GRAY Gray 10-1OVol Input) oSelect 7-pin PE Receptacle# WHTE=White F=Fusing 3000KCCr D=ANSI C136.41 Contact manufacturer L=Tonal less entry for IDA 7-pin PE Receptacle for other colors. R = 1OkV Enhanced Approved units with Shorting Cap # Surge Protection 'Only avoilablewith H = Motion Sensor # voltage 1,2,3 and 4. U = DALI Dimming+A #Order oimming/Control KKK=Special Options PE as a separate item. See occessones section of this # R 5 H options cannot datasheet for ordering be purchased tooggether. Information. Notavailoblewith voltage 5, D and H. +Compatible With LighiGrid 2.0 nodes. A Not compatible at 347-481 with A -level optical code. or with motion sensor control. _ 1i io+ri nil iru - uralil n° uie utli sue. Ii tit lr . A4 Asymmetric Forward 4,000 4,300 44 81-UO-Gl I 31-U0-G1 EWNB A4730_JES EWNB_A4740 ..IES OWNS A4750 .1 ES B4 Asymmetric Forward 5,800 6.200 58 B1-UO-G2 B1-UO-G2 EWNB 84730_IES EWNB_B4740_.IES EWNB_84750_JES 0a Asymmetric Forward 7,500 8,000 70 BS-UO-G2 B1-UO-G2 EWNB C4730_IES EWNB C4740_IE3 EWNB C4750_IES 04 Asymmetric Forward 9.200 9.800 89 B1-UO-G2 B2-UO-G2 EWNB D4730_IES EWNB W740_IES EWNB D4750 .IES E4 Asymmetric Forward 10,800 11,500 98 B2-U0-G2 B2-UO-G2 EWNB_E4730 .IES EWNB_E4740_.IES EWNB _E4750_JES F4 Asymmetric Forward 12,900 13,700 125 B2-UOG3 32-UOG3 EWNB F4730_.IES EWNB_F4740_IES EWNB_F4750_.IES A3 Asymmetric Wide 4,300 4,600 44 Bl-UOGl Bl-UOGl EWNB_A3730_.IES EWNB_A3740 .IES FANS _A3750_JES - B3 Asymmetric Wide 6,200 6,600 58 Bl-UOGl B1-UO-G1 EWNB_B3730_.IES EWNB_B3740_.IES EWMB_B3750 ..IFS C3 Asymmetric Wide 8,100 8,00 70 81-U0.G2 BS-UOG2 EWNB _C3730_.IFS EWNB _C3740_.IES EWNB_RI50_.IES _ r D3 E3 F3 A2 B2 C2 02 E2 F2 Asymmetric Wide Asymmetric Wide Asymmetric Wide Asymmetric Narrow Asymmetric Narrow Asymmetric Narrow Asymmetric Narrow Asymmetric Narrow Asymmetric Narrow 9,900 11,600 13,900 4,200 6.100 7,00 9.700 11,400 13.600 10.500 12,400 14,700 4,00 6,500 8.400 1 10,300 12,300 ' 16,400_1 89 B2-UO-G2 B2-UO-G2 EWNB 03730_IES EWNB D3740_IES EWNB D3750_IES 98 B2-U0.G2 1312-1 EWNB_E3730_.IES EWN9 0740 .IES EWNB E3750_ES 125 B2-U0.G2 B2-UOG2 EWNB_F3730 .IES EWNB _F3740_.IES EWNB _F3750_JES 44 Bl-L10.G1 BS-0OGl EWNB.A2730_IES EWNB A2740 .IES EWNBA2750_lE9 58 Bl-U6G1 B1-UOG1 EWNB B2730_IES EWNB B2740_IES EWNB B2750_IES 70 B2-U0.G2 B2-UOG2 EWNB_C2730_.IES EWNB_C2740_.IES EWN5_C2750_.IES 89 B2-DO-G2 1312-1 EWNB_D2730_IES EWNB_D2740_IES EWNB _D2750 IES 98 B2-U0.G2 B2-UO-G2 EWNB_E2730_IES EWNB_E2740_.IES EWNB_E27$0_IES 1 125 62-UO-G2 82-UO-G2 EWNB_F2730 .IE5 EWNB_F2740_.IES EWNB_F2750_.IES PE Accessories (to be ordered separately) CESO r��.ssss��e.es■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 N N N N N N cci O N O N m- 08 O 'tar � O cli o o o o N C O N N E a J w N Q 2 � o W V) no Z) 3of CO W LILI r Z Of r ~ a- d W O O > > a a LU pn y 'tc) ¢ ¢ Z u Z Z Z m Z Q 3. W J a a 0- 00 a W> W r F- F- Z r~ rn t'n vJ uJ d co t J W a a a 0 Q Z Z Z Z Z 3:M M LL - aS ILL- Z ll > O n O ra V P9 N O z 0 N LLJ N (D> Z LU = J C) JC0 OW r Z <O ,^ < Z LU U Z_ Lu J> OQ Q V 2020 CESO, INC ZACHARY DAVID v """-"12/08/2020 93029237 PED-MV-LED-7 ANSI C136.41 Dimming PE,120-277V 2Bz99 PECOTL SFANDARD 120-277V Project No. 757280-01 93029238 PED-347-LED-7 ANSI C136.41 Dimming PE, 347V I STANDARD480V Scale AS NOTED ( 93029239 PED-480-LED-7 ANSI C136.41 Dimming PE, 480V 80436 PECC' - SrANDARD347V 73251 SCE-.'. _ i Shorting cap Drawn BAB Checked TJV Date 03.06.20 FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL g ' NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL pig WithO©Q OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. Drawing Title PHOTOMETRIC PLAN Drawing No, C8.0 EXISTING 5" WILLOW OAK STREET TREE ON ADJACENT PROPERTY I/IRGINIA & PWER DB 3925 EXISTING 5" WILLOW OAK PGS 52 STREET TREE (1) CRAPE MYRTLE EXISTING 5" WILLOW OAK STREET TREE RAIN GARDEN LANDSCAPE PLAN L-1.1 PREVIOUSLY APPROVED SDP2006-G I /rMP 45-III C (1) CRAPE MYRTLE EXISTING 5" WILLOW OAK STREET TREE TREE PROTECTION (1) CRAPE MYRTLE (1) WILLOW OAK N Street Tree ¢� CENTRAL TELE CO. / DB 3919 pk PGS 699 J (I) CRAPE MYRTLE N N� 7 OJ �� EXISTING 5" WILLOW OAK Q7 p sj STREET TREE r ��, J\5.. K {I �Y (1) CRAPE MYRTLE ® MARLS EXISTING 5" WILLOW OAK "� Y STREET TREE // N / �� i s" G SOAK ST T BUFFERYARD es � 3��a v •. (28)BLACKEYED SUSAN - (2) INKBERRY HOLLY (2) INKB1 RRY HOLLY (33) BLUE OAT GRASS @ 3' OC (G) RED ROCKET CREPE MYRTLE _S Q O ELLTL- 5TEC1€N5 Y� O GU '{ p io Cl F CNA LOTTESVILL S� A5HED G�L 6' /00 D8 J4S9 L 1• ETtAC�EN WALK EXISTING 5 WILLOW OAK y /\� \ STREET TREE ` \ ALBIARL NING WALL SSMT \'v r s/OFF' k ' OAK l I m 997 EXISTING 5" WILLOW OAK ®/ I\ �.� yyy I/ PGS 74 i \ \Pw R��� \ STREET TREE I // !0.00,w,� ~ \ \ ON ADJACENT PROPERTY ��,� DB � a / h- A BIOFILTER LA SCAPE PLAT PREVIOUSLY APPROVXD 5DP2 G-G 1 1/a0 \ 5DP20 /00 AMENDMENT # I WPO 2 1300002 Center Trees on Parking Stripe aV� .,,*! LANDSCAPE CODE REQUIREMENTS h"o STREETSCAPE: I LARGE TREE SHALL BE REQUIRED FOR EVERY FORTY (40) FEET OF ROAD FRONTAGE, OR PORTION THEREOF. / ENTIRE PARCEL FRONTAGE: 244.09 LF/40 = G. I OR 7 TREES REQUIRED a / G EXISTING + I PROPOSED= 7 TREES AS SHOWN = US ROUTE 29 SCREENING AT LEASED AREA FRONTAGE: 5-3 SCREEN MATERIALS REQUIRED; BASED ON THE MIN. I O' WIDE REQUIRED BUFFER AREA Large Canopy Trees I / 1,000 5F 14G LF x 10= 14GO/ 1000 = I .4G or 2 REQUIRED 5 STREET TREES (EXISTING OR PROPOSED) + 3 LARGE CANOPY TREES IN RAINGARDEN Medium Canopy Trees 1 / 1,000 5F 14G LF x 10= 14GO/ 1 000 = I .4G or 2 REQUIRED 2 TREES AS SHOWN / Understory Trees 1 /500 SF 14G LP x 10= 14GO/500 = 2.92 or 3 REQUIRED 3 TREES AS SHOWN / Evergreen Trees 1 / 175 SF 14G LF x 10= 14GO/ 175 = 8.3 or 9 TREES REQUIRED 9 TREES AS SHOWN Shrubs 11200 SF 14G LP x 10= 1 4GO1200 = 7.3 or 8 SHRUBS REQUIRED 25 SHRUBS AS SHOWN LP I5TINC3-I5LAND /i / N FIRST GOLD LE WENDELL W V BK 4651 PARCEL#04500 / 2) LITTLE HENRY 5WEET5PIRE (1) ZELKOVA (9) PARDON ME DAYLILIES E LIMIT So. Feet -ALBEMARLE c DB 4332 PGS 284 EEOTECTION \ AT OF CONSTRUCTION LIMITS, INTERIOR PARKING LANDSCAPED AREAS: REQUIRED 5% OF PARKING AND VEHICULAR CIRCULATION AREA 14,797 SF (WITHIN LEASED AREA) @ 5% = 5GG.85 SF REQUIRED G72.72 SF AS SHOWN I TREE 3 SHRUBS PER 10 PARKING SPACES 15 SPACES / 10 = 1.5 or 2 TREES REQUIRED 2 TREES AS SHOWN 15 SPACES/ 10 = 1.5 x 3 = 4.5 or 5 SHRUBS REQUIRED 10 SHRUBS AS SHOWN SOUTH ADJACENT LEASED AREA PROPERTY BUFFER: 5-2 SCREEN MATERIALS REQUIRED; BASED ON THE MIN. I O' WIDE REQUIRED BUFFER AREA Large Canopy Trees I / 1,000 SF 154 LF x 10 = 1 540 / 100 = 1.54 OR 2 REQUIRED 3 TREES AS SHOWN Medium Canopy Trees 1 / 1 ,000 5F 154 LF x 10 = 1 540 / 100 = 1.54 OR 2 REQUIRED 2 TREES AS SHOWN Understory Trees N/A Evergreen Trees 1 / 175 SF 154 LF x 10 = 1 540 / 1 75 = 8.8 OR 9 REQUIRED 9 TREES AS SHOWN Shrubs 11200 5F 154 LF x 10 = 1 5401200 = 7.7 OR 8 REQUIRED 8 SHRUBS AS SHOWN TREE COVERAGE: 10% REQUIRED LEASE AREA ONLY 22,533.9 @ 10% = 2,253.4 5F REQUIRED 2,3 14 SF AS SHOWN VERIFY L06QTION WITH OWNER'S REPRESENTATIVE ON -SITE /3 //a0 N 65'50, � \ \ / � PARCEL B 19 /y/� / / FIRST GOLD LEAF LAND TRUST / \\ S 8 \ / BK 865. PG 165 / �d1 30' / PARCEL#04500-00-00-1 11 CO 30.00 49546 9 SQ FT x ��-� C/00 A4AtIVARLE DEED \ / ll X' / ESMJC op / \\ X DE 41359 PG -4 1,2 (3) NEW ENGLAND (G) NEON SPLASH SPIREA \ (G) INKBERRY HOLLY --\ v ; � (7) PARDON ME DAYLILIES (4) NEW ENGLAND ASTER nBUILDING LANDSCAPE DETAIL SCALE: I " = 10' $1 :com a C A F / 1.14 AC. SITE LANDSCAPE PLAN 20 0 20 40 NORTH SCALE: I "=20' PLANT MATERIALS LIST LEASED AREA CANOPY CALCULATIONS QTY. PLANT NAME MINIMUM INSTALLED SIZE QTY. TREE CANOPY EACH SP" 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' 2-1/2cal. B/B G' Clear Trunk 'I 397 397 3 RIVERBIRCH - Betula nsgra 'Heritage' 2-112" cal. B/B Smgle-stem 1 397 397 UNDERSTORY TREES 7 CRAPE MYRTLE - Lagerstroemsa sndlca x faunes 'Natchez' & ht. B/B or Cont. 2 77 154 6 RED ROCKET CRAPE MYRTLE - Lagerstroemla Indlca 'Whit IV' 8' ht. B/B or cont. 6 77 4G2 EVERGREEN TREES 18 NELLIE STEVEN'S HOLLY -Ilex x attenuata 'Fosters' 5'-7' ht. B/B SHRUBS & GRASSES 22 GLOSSY ABELIA - Abella x grandsflora' 30" ht. B/B or # 5 cont. 30 38 BLUE OAT GPA55 - Helsctotrschon sempervlrens # 2 Cont. 3 DWARF BURFORD HOLLY -Ilex cornuta 'Burford Nana' 24" ht. B/B or #5 cont. 14 20 INKBERRY HOLLY - Ilex glabra 'Compacts" 24" B/B or #5 14 8 NEON SPLASH SPIREA - 5psrea bumalda 'Neon Splash' 24" B/B or Cont. 14 10 LITTLE HENRY 5WEETSPIRE - Itea vsrgsmca 'Spnch" 24" B/B or cunt. 14 3 SWEET PEPPERBUSH - Clethra alnsfolla 30 ht. #5 cont. 30 PERENNIALS TOTAL 21314 SF CANOPY COVERAGE: 10% REQUIRED 24 PARDON ME DAYLILIES - Hemerocallls x 'Pardon Me' # I cont. 28 BLACK-EYED SUSAN - Rudbecksa hlrta' # I Cont. LEASE AREA ONLY 21 NEW ENGLAND ASTER - 5ymphyotichum novae-anghae' # I cont. Denotes Virginia Native Plants GENERAL LANDSCAPE REQUIREMENTS 1 . ALL PLANT MATERIALS SHALL BE NURSERY GROWN AND SHALL BE PLANTED IN ACCORDANCE WITH THE LANDSCAPE SPECIFICATIONS ADOPTED JOINTLY BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER F THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. 2. DIAMETERS OF PLANT MATERIALS AS DRAWN ARE REPRESENTATIVE OF PLANTS AT OR NEAR MATURITY RATHER THAN AT INITIAL PLANTING. 3. THE PLANT LI5T IS INTENDED AS A GUIDE FOR THE LANDSCAPE CONTRACTOR. IN THE EVENT OF DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE PLANT LI5T AND ON THE DRAWING, THE GREATER NUMBER SHALL APPLY. 4. LANDSCAPE CONTRACTOR SHALL COORDINATE PLANT INSTALLATION SEQUENCE WITH IRRIGATION CONTRACTOR. 5. ADJUSTMENTS IN LOCATIONS OF PLANT MATERIALS MAY BE NECESSARY DUE TO NEW OR EXISTING UTILITIES OR SITE OBSTRUCTIONS. SET NEW TREE5 A MIN. I O' FROM NEW OR EXISTING UTILITY LINES. ADVISE PROJECT MANAGER BEFORE THE ADJUSTMENTS ARE MADE. G. ALL SHRUBS OCCURRING IN CONTINUOUS ROW OR FORMAL ARRANGEMENT SHALL HAVE UNIFORM HEIGHT, SPREAD AND HABIT OF GROWI"H. FOR PERENNIAL LOCATIONS, FILL AREA WITH QUANTITY OF PLANTS DESIGNATED; EVENLY SPACED. 7. A MINIMUM OF 8" DEPTH OF NEW TOPSOIL SHALL BE PLACED IN ALL BED AREAS BY LANDSCAPE CONTRACTOR PRIOR TO PLANT INSTALLATION. BACKFILL ALL SHRUBS AND TREE5 WITH BACKFILL MIX OF ONE PART COMPOST TO THREE PARTS TOPSOIL, 8. PLACE WEED BARRIER IN ALL SHRUB BED5: 5 OZ. WOVEN, NEEDLE -PUNCHED, POLYPROPYLENE FABRIC, OVERLAPPING THE SEAMS. 22,533.9 SF @ 10% = 2,253.4 SF REQUIRED 2,314 SF AS SHOWN REFER TO SHEET L-1 . I FOR REMAINING PARCEL B LANDSCAPE PLAN 4� CANOPY COVERAGE 9. MULCH TREES AND SHRUBS WITH MIN. 3" DEPTH OF "BLACK GOLD" OR APPROVED EQUAL, BLACK DYED SHREDDED HARDWOOD MULCH. MULCH PERENNIALS WITH 2" DEPTH OF MULCH. MULCH SHALL EXTEND IN A CONTINUOUS LAYER WITHIN PLANTING BED5 FROM FACE TO FACE OF 51TE STRUCTURES - WALKS, BUILDING, CURB5, OR OTHER PLANT BED LIMITS. 10. ALL BED EDGES SHALL BE SPADE -CUT AND CLOSELY ALIGN AS POSSIBLE WITH EDGES AS SHOWN ON DRAWING. KEEP MULCH A MIN. 112" BELOW ADJACENT PAVED SURFACES. 1 1 . 50D ALL LAWN DISTURBED AREA5 WITHIN PROJECT LIMITS AS NOTED ON CIVIL DRAWINGS; INCLUDING OUT TO PAVEMENT EDGE5. REFER TO CIVIL DRAWINGS AND VERIFY EXTENT WITH PROJECT MANAGER. 12. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR ONE-YEAR FROM DATE OF OF ACCEPTANCE. PRIOR TO END OF WARRANTY PERIOD CONTRACTOR SHALL REPLACE ALL TREES, SHRUBS OR PLANTINGS NOT ALIVE OR IN A HEALTHY GROWING CONDITION. 13. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES 15 PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LANDSCAPE ARCHITECT: YELLOW SPRINGS DESIGN 03 PO Box 472 205 PARK MEADOWS DR. YELLOW SPRINGS, OHIO45387 (0) 937.767.8199 (M) 937.654.8199 yellov4sprin,qsdesign@bizwoh.rr.com LICENSED IN: OH, KY, PA, IN, IL, MS, MI, VA TX, OK, AZ, CO & UT CESO ■■w000eo1■o.00■ 0 0 0 0 0 0 0 N cD Na IM t8p a O N o N N O � O O � O O N C O N N E J N Q 0 o2 r N � N W z w N � J J Z Q U.I a a U) a aL 3 r=A U) J lL v cn Q Q U a Z Z m a 3 J ¢ J OL a aL a rn a w> r Lu r z W t- Lu a J w o ¢ F z LL U_ ? o U) 7 M N z 0 N N LLI z� Q LU = J U� J_ OLU Z Z Q - _ WU J Q > W 0 Q 0 (C) 2020 CESO, INC NAP N/� c� i UO ROGER E. BEAL a: ZZ � �vV �< NAME: ROGER E. BEAL REGI5TRATION N01 to 40G001955 EXPIRATION DATE: 08/31/2022 Project No. 757280 Scale REB Drawn REB Checked TJV Dare 03.06.20 Drawing Title LANDSCAPE PLAN LEASED AREA Drawing No. L-1 ° 0 D .tee ham. DENOTES EXISTING WILLOW OAK STREET TREES (1) WILLOW OAK DENOTES PROPOSED LEASE AREA TREES (1) SCARLET OAK RAIN GARDEN LANDSCAPE PLAN PREVIOUSLY APPROVED 5DP2000-G I/TMP 45- 1 I IC O N N� 0 _�y j� (1) BLACK GUM \ ) R Z Co J' k7 q (S) CHINESE HOLLY ,Q (5) NELLIE STEVEN'5 HOLLY ���1z"sard (5) HENKY5 GARNET 5WEET5PIRE \43�tr-a EXISTING ZELKOVA / F � 4 �O / �\ / VIOc / / GANDER DRIVE w / A = 2,080 SF; / H = 28'-11" / 1 I 1 / / / F / ti / h \ 3qN \ •1 O FIRST GOLD ^h \ \\OS' WENDELL 1 \ BK 4 PARCEL#04! n ( FOTHERGILLAZD (0) LITTLE GEM MAGNOLI (7) RED TWIG DOGWOOD o \ A ANY c /r ®/ (7) FOTHERGILLASZ (1) BALD CYPRESS �•- a.O4(k ' / 3) RI RBIRCH / 2 1 ' \\ (1 9) HENRY'S GARNET 5WEET5PIRE T o \ \\ i I O RED TWIG DOGWOOD ( ) (0) NELLIE STEVEN'S HOLLY ® \ (9) FOTHERGILLA (1) BALD CYPRESS •M`v (1) SERVICEBERRY \ / gyp/ 3 LIMIT Sq. Feet Acres S03 „\ 3' PARCEL B BIOFILTER LANDSCAPE PLAN �V\7\ / 8 FIRST GOLD LEAF LAND TRUST \\ PREVIOUSLY APPROVED 5DP2000-G I 8S 08 b'' BK 865. PG 165 4 5DP20 1 4-34 iM� / PARCEL#04500-00-00-111 CO AMENDMENT # I WPO 201 00002 \\ \ ? 49546.1 95 1. 4 SAC. FT. / IG N O REMAINING PARCEL B LANDSCAPE PLAN SCALE: 1 "=20' 20 0 20 40 NORTH GRAPHIC SCALE (IN FEET) .00111 Sri PLANT MATERIALS L15T - Th15 Sheet On QTY. PLANT NAME MINIMUM INSTALLED SIZE CITY. TREE CANOPY EACH 5F" COVERAGE TOTAL IFA5E AREA TREES $ RIVERBIRCH -Betula mgra I O'-I 2' ht. B/B 3 397 1191 1 BLACK GUM - Ny55a sylvatica I " cal. B/B 1 370 370 2 BALD CYPRESS - Taxodlum dl5tichum 1 0'-1 2' ht. B/B 2 79 158 1 SCARLET OAK - Quercu5 cocclnea I " cal. 13/15 1 370 370 1 WILLOW OAK - Quercus phellos I " cal. B/B 1 370 370 UNDERSTORY TREES 1 SERVICEBERRY - Amelanchter grandlflora 0-7 ht. B/B or cont. 1 77 77 EVERGREEN TREES 11 NELLIE R. STEVENS HOLLY - Ilex x 'Nelhe K. Steven' 5-71-it. B/B 11 44 484 6 LITTLE GEM MAGNOLIA - Magnolia grand flora 'Little Gem' 5-71-it. 15/15 6 82 492 SHRUBS 17 RED TWIG DOGWOOD - Cornus serlca 24" B/B or #5 17 72 1 224 24 FOTHERGILLA - Pothergdla major 24" 13/15 or #5 24 20 480 20 CHINESE HOLLY - Ilex cornuta 24" B/B or #5 20 14 280 24 HENRY'S GARNET 5WEET5PIRE - Itea vlrglmca 'Henry's Garnet' 24" B/B or #5 24 G4 153G EXISTING TREES PLANT NAME Qom, rREACryNOPY COVE LEASE AAUOTAL TREES WILLOW OAK - Quercus phello5 6 370 2220 ZELKOVA - Zelkova serrata 1 452 452 LEASED AREA PROPOSED FRONTAGE TREES - Refer to Sheet L-1 .0 PLANT NAME QTY. TREE CANOPY EACH 5F" COVERAGE TOTAL LEA5E AREA TREES RIVERBIRCH - Betula mgra 'Heritage' ------ 1 397 397 UNDERSTORY TREES CRAPE MYRTLE - Lagerstroemla lndlca x faurlel 'Natchez' ------ rj 77 385 EVERGREEN TREES NELLIE R. STEVENS HOLLY -Ilex x 'Nellie R. Steven' 9 44 39G LEASED AREA PROPOSED ADJACENT B10-FI LTER PLANTS - Refer to Sheet L- 1 .0 PLANT NAME QTY. TREE CANOPY EACH 51"" COVERAGE TOTAL LEA5E AREA TREES RED MAPLE - Acer rubrum 'October Glory' ------ 2 397 794 RIVERBIRCH - Betula mgra 'Heritage' ------ 1 452 452 UNDERSTORY TREES NELLIE R. STEVENS HOLLY - Ilex x 'Nellie R. Steven' ------ 9 77 G93 TOTAL 1 12,821 SF CANOPY COVERAGE: 10% REQUIRED REMAINER OF PARCEL B ONLY PARCEL B 49,54G.9 SF (- LEASE AREA 22,533.9 5F) = 27,013 SF @ 1 0% = 2,701.3 SF REQUIRED 1 2,82 1 SF AS SHOWN LANDSCAPE ARCHITECT: YELLOW SPRINGS DESIGN PO Box 472 205 PARK MEADOWS DR. YELLOW SPRINGS, OHIO 45387 (0) 937.767.8199 (M) 937.654.8199 yellowspringsdesign@bizwoh.rr.com LICENSED IN: OH, KY, PA, IN, IL, MS, Mi. VA, TX, OK, AZ, CO & UT CESO I 999.0180100.000 N N N N N N N N O O 0 O N 0 N N E n U) a t- 2 0 N w 0 w z � N a z g a LL U) V) U) J 2 0 0 Q 0 v V) a a z u) z z z z a m g w li a a U) a w r r r ¢ W_ r rn m m a rn J IX Lu Z Z Z d z ZZS LL LL LL LL z O z 0 N W N Zj Q W = J U� J �0LLI Z z = WU Z > OQ >o a © 2020 CESO, INC ALH000 LDS ROGER E. BEAL D: f 1955 • O�4PE P 1 NAME: ROGER E DEAL KEGI5TRATON NO: to 406001955 EXPIRATION DATE: 08/31/2022 Project No. 757280 Scale REB 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 III-284-111-297 for complete specifications) 1. The followine items shall be shown on the elan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; ® Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. 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 hnspector. 3. Pre -Construction Conference: Id Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® 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: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® 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: ® 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 Tunneline: ® 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: ® 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 REQUIRE34ENTS. 5/27/2020 27.2020 5/l/06 Page 1 of 1 PLANT INSTALLATION DETAILS DO NOT PRUNE OR DAMAGE LEADER OF TREE O O O o O � o ROOT COLLAR TO BE AT OR p A LITTLE ABOVE SOIL LEVEL 3" DEPTH OF BLACK DYED MULCH S'1b� KEEP MULCH AWAY FROM TRUNK 2"-3" 3" DEPTH OF BLACK DYED MULCH LAYER KEEP CLEAR WITHIN A FEW INCHES Of TRUNK O 2 - 2" X 2" WOOD STAKES DRIVEN 18" BELOW SOIL DAM WATERING BASIN (4' PIT - ATTACH TO TREE WITH 18 GAUGE WIRE MIN. DIA. FORTRESS PLANTED SOIL DAM WATERING BASIN u WRAPPED WITH HOSE IN LAWN AREAS) MINI 4' MIN. DIA. SEE NOTE 1. BACKFILL: PLANTING SOIL MIX °°°t°°° ' ° e"° °^ % et ° PER SPECIFICATIONS ° ° ° "Xo /Fw ; DEPTH OF HOLE AS a s= N a = BACKFILL: PLANTING SOIL MIX REQUIRED TO PLACE ROOT REMOVE TOP 1 /3 OF BURLAP ° °_ — O~ w PER SPECIFICATIONS COLLAR 2" ABOVE FINISH GRADE (MORE IF POSSIBLE WITHOUT � o' p DAMAGING ROOTBALL) OR °° °°° ° ° °° ° G" MIN. ENTIRE CONTAINER LEAVE SOLID SOIL PEDESTAL FOOTBALL G" MIN. DO NOT DIG DEEPERTHAN DIAMETER UNDISTURBED SOIL ��.. BALL DEPTH PLANT MOUND -COMPACTED FOOTBALL 2X DIA. REMOVE TOP 1/3 OF WIRE BASKET BACKFILL ROOTBALL OR BURLAP FROM FOOTBALL (MORE IF DIAMETER NOTES: POSSIBLE WITHOUT DAMAGING ROOTBALL) UNDISTURBED SOIL 2X FOOTBALL DIA. (MIN.) 1 .INDIVIDUAL TREES IN LAWN AREAS SHALL RECEIVE A 4' MINIMUM DIAMETER MULCHED CIRCLE. SHRUB PLANTING DETAIL SHADE TREE PLANTING DETAIL GEOTEXTILE FABRIC/ WEED BARRIER UNDER GRAVEL MULCH OVERLAP JOINTS AND TURN UP AGAINST WALL AND CURB ©GRAVEL MULCH INSTALLATION NITS CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA AS SHOWN ON PLAN a'7oo C�� a r)'N r, NOTES: I. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING NOR SHALL MATERIALS BE STORED WITHIN THE PROTECTIVE FENCING. C TREE PROTECTION DETAIL N.T.S TREE PROTECTION PENCE: HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" X 1 .5" OPENINGS; COLOR- ORANGE. STEEL POSTS INSTALLED 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 WWW.....,...... N N N N N N O O O O O ❑ J w W o w N rY ¢ ¢ z z Li O O > W W J [1 � ¢ Q aw v l z a LU a- n- 0a LLJs j r r r z r r rA rn rn d rn lY ri ri ri �i ? Z O r- I co I 'O I't I co I N I— I Z O N /LiJ v z Q LiJ .zJ UJ J � 0W Z W Z _ WU J � Ory J Q ry >w 0 Z �Q V 2020 CESO, INC ��,PLTH (5 F4 oC) ROGER E. BEAL f 1955 1� Z201PE P,e'. s' NAME: ROGER E. DEAL REGISTRATION NO: LA 40G001955 EXPIRATION DATE: 08/31/2022 Project No. 757280 Scale REB Drawn REB Checked TJV Date 03.06.20 Drawing Title LANDSCAPE ARCHITECT: LANDSCAPE YELLOW SPRINGS DESIGN PO Box 472 205 PARK YELLOW SPRINGS, OHIO 45387� DR.DETAILS (0) 937.767.8199 (M) 937.654,8199 yellowspringsdesign@bizwoh.rr.com LICENSED IN: OH, KY, PA, IN, IL, MS, MI, VA, TX, OK, AZ, CO & UT Drawing No. L-1.2 GENERAL IRRIGATION REQUIREMENTS 1. THE IRRIGATION SYSTEM IS DIAGRAMMATIC 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 BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, STRUCTURES AND UTILITIES AND MAKE THE NECESSARY ADJUSTMENTS TO ACCOMMODATE THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS. THERE MAY BE TIMES WHEN IT IS OBVIOUS IN THE 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 OWNERS AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND COSTS THAT OCCUR. 2. THIS SYSTEM SHALL BE INSTALLED USING ACCEPTED AND QUALITY INSTALLATION STANDARDS AS USED IN THE INDUSTRY. ALL MANUFACTURERS SPECIFICATIONS WILL BE FOLLOWED. 3. MAINLINE SHALL BE BURIED A MINIMUM OF 1 2" OF COVER AND A MAXIMUM OF 18" OF COVER. LATERAL LINE PIPING A MINIMUM OF 1 2" OF COVER. ALL BACKFILL SURROUNDING THE PIPE SHALL BE CLEANED OF MATERIALS LARGER THAN I " IN SIZE. BACKFILL SHALL BE ADDED IN G" INCREMENTS AND MECHANICALLY TAMPED. 4. SYSTEM DESIGN IS BASED ON PRESSURE AND FLOW INFORMATION PROVIDED BY OTHERS, STATIC PRESSURE WAS GIVEN AS 70 PSI AND THE SIZE OF THE P.O.C. IS 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 IS DIAGRAMMATIC AND SHALL BE LOCATED INSIDE OF PROPOSED SLEEVES, THE PLANTED AREA OR TURF AREA APPROXIMATELY I' FROM ANY HARDSCAPE. G. ALL VALVES SHALL BE PLACED IN VALVE BOXES AS SHOWN IN THE DETAILS AND ALL ELECTRICAL CONNECTIONS SHALL BE SEALED WITH 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 IS RESPONSIBLE 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. WALL MOUNT: :,a0 O TO BE MOUNTED IN UTILITY ROOM NEXT TO SERVICE PANEL. FLOOR INSIDE BUILDING. OGFI RECEPTACLE AND LOCKING SWITCH. I I OV POWER SOURCE 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) 5CH40 PVC. 5EE ELECTRIC CODE. © WALL BRACKET STAND OFF TO ANCHOR CONDUIT TO WALL. 5EE LOCAL ELEC., CODES. OELECTRICAL CONDUIT (GRAY), SIZE I " MINIMUM. FOR I IOV POWER5UPPLY. SEE LOCAL ELECT. CODES. ® ELECTRIC CONDUIT (GRAY) SCH40, FOR LOW VOLTAGE IRRIGATION CONTROL WIRE TO REMOTE CONTROL ZONE VALVE. 51ZE TWICE THE SIZE OF WIRE BUNDLE. RAINBIRD ESP CONTROLLER NTS Dig With QQQ(3 SECTION \ \ T 4 4"SLEEVE I � \\ I X 4" SLEEVE Drip 4"SLEEVE O / / • // . �4'SLEEVE / / VIOC 3 / GANDER DRIVE / A = 2,080 SF; �^ Drip H = 28' / -4"SLEEVE / / \\ / WASHED GRAVEL BETWEEN WALK WALL 2 / I " MAINLINE /�A% SLEEVE 1" MAIN w 4" SLEEVE � for Controller wires /A -4" SLEEVE 4" SLf EVE / SITE IRRIGATION PLAN / SCALE: 1 " = 20' 20 0 20 40 NORTH GRAPHIC SCALE (IN FEET) IRRIGATION DETAILS BUILDING /— PLASTIC TIE DOWN STRAP RAIN SENSOR MOUNTING BRACKET WIRE TO IRRIGATION CONTROLLER SECURE WIRE WITH CABLE TIE BRACKET ( I OF 2) NOTE: MOUNT SENSOR ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRINKLER SPRAY, NO MORE THAN 30O' FROM RECEIVER UNIT. MOUNT RECEIVER UNIT NO FURTHER THAN G' FROM CONTROLLER. RAINBIRD RAIN SENSOR NTS RAINBIRD DV-100 ELECTRIC VALVE NTS INCH LINEAR LENGTH OF WIRE, )ILED TER PROOF CONNECTION OF 2) FAG -VE BOX WITH COVER: 2-INCH SIZE ISH GRADEFOP OF MULCH v OTE CONTROL VALVE: AIN BIRD DV SCH 50 NIPPLE (CLOSE) 5CH 40 ELL SCH 50 NIPPLE ENGTH AS REQUIRED) CK (I OF 4) H 40 ELL MAINLINE PIPE SCH 40 TEE OR ELL SCH 40 MALE ADAPTER LATERAL PIPE ,.J-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL SECTION IRRIGATION LEGEND SYMBOL SYMBOL M AN U FACTU RER/M ODEL Ram Bird XCZ- 100-PRF Area to Receive Driphne Ram Bird XFD-OG-18 (22) M AN U FACTUPER/M ODEL Ram Bird PGA Globe Ram Bird 5-RC Nibco TI-8 BF Zurn 375 1 " © Ram Bird E5P4ME Ram Bird WP2-P5 Irrigation Lateral Line: PVC Class 200 5DP 21 — — Irrigation Mainline: PVC Class 200 SDP 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 (0) 937.767.8199 (M) 937.654.8199 yellowspfingsdesign@bizwoh.rr.com LICENSED IN: OH, KY, PA, IN, IL, MS, MI, VA, TX, OK, AZ, CO & UT CESO ........,...... 0 N O O O N O O CV N N N N c6 y O N p ry O N O O O O O c U) U) E U) rn x o c F- it rh z z _ g a a a w r � t co u, z z a a l n co l Kiwi] 0 0 .y E C 0 H - w � J z a w > O a v) ? < C m J z g a z z g a F- z z 3 a U) r r w > w It w 0 3 LL z ) V' Cl) N z z INC O rn N N I1J Z - Q LLJ = J UJ J > Ow Z H Q O J U) < Z= WU ZW J i OQ� J C) Q ry >w Z fQ V g;T NLTH O�h, �43 L g ROGER E. BEAL 1955 17 NAME ROOER L BEAL REGISTRATION NO: LA 406001955 0 EXPIRATION DATE: 8/31/2022 Project No. 757280 Scale REB DrawnAm Checked TJV Date 03.06.20 Drawing Title SITE IRRIGATION PLAN Drawing No. L-" . 0