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HomeMy WebLinkAboutSDP202000051 Plan - Revision 2020-11-05OWNER/DEVELOPER: 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: 04500-10=00-111C0 U.S. ROUTE 29 SEMINOLE TRAIL VARIABLE WIDTH R/W ABUTTING PARCEL MAP 1"=100' 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 TM 45-110 PTAP INVESTMENTS LLC & * APTAP INVESTMENTS LLC ZONING: HC PARCEL ID:04500-00-00-11000 USE: SHOPPING CENTER s © 2020 Microsoft Corporation © 2020 DigitalGlobe ©CNES (2020) Distribution Airbus DS VIRGINIA 30116010141201 CHARLOTTESVILLE RICHMOND LOCATION MAP NO SCALE Lanes9 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 AUWGiass 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 (80a/o) (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 a $1 1 .com FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO WWW *3*01" s�■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 46342 PHONE: (937) 4354684 FAX: (Beat 20a4826 N N N N N N O N � 0 O N m O N N E J � 1- C uj D w g > Go m � 3 rn w ❑ > w N X H J Q w a a 5 00 a a O 3 3 w ❑ ❑ ;� ❑ W Q Q IY )) z U ¢ 3. a a W > t- F- z r ~ it W m a m w g Q Q O Q F z z z z ti LL Z O (D to V CO C4 D Z O a7 N N LU Z Q LU = J UJ J U) Ow Z a Z = Lu U Z w J i Q Q (Y LLJ 0 Z a 2020 CESO, INC ZACHARY DAVID FRESHUR ✓ 11 /04/2020 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 'z ,4" INV=455.51' / ^ N, ° ? 0 / P.O.B. � \ P. \ 917, / / Riy7f LEASE • C. gSpyq<T \� FOUNO 1/2"REBARdY/ / OAK L/NC LNCAP / Y/RG/N/AELEC ,e P . O . B . &PGYERESMT % GS• 5V4.44, 0' \LEASE / OB 3925 3j7 '41 „ ^ 79, N/F /\ PGS 52 v "CPP f h. W PLANTERS BANK & TRUST Q- ^' COMPANY OF VIRGINIA / 9 / ce BK 4659. PG 32 FOUND A2"REBAR 6Y/ PARCEL 04500-00-00-111A0 L/NCOLNCAP qSp FOUND 1/2"REPAR LE ERU/C I I \ Qs9 7S 0 (� CONTROL CAP OR,7YESAg / \ \ \ 39' o OB4 2 2\ \ / 4 \ \ ESU/LLVACANT E CENTRAL TELE CO ESMT 9q' Z r N I BUILDINGS AT / ~ OB3919 [ / \ TII E OF SURVEY / Cy PGS999 / \ �3 \ Q \ LEASE / w 4 5 2$533.90 Sq. Feet �Q Q A56 1 = / 0.52 Acres Q� / % ` \ / LAT�B`05'27" N �e NV N=a53.o9' 7 / LONG: 78°28'05" W p FOUND 1/2'REBA dY/ �- \� / L// 04P f ^/ TOC= 393-1 .825 / v 3 1 C° TOC=456.95 / /( 4 m l/INV=441.75' / UTi"/f7R/ 2., r`i_ Y /?SqN 2 4 v / S�vhN H � / n� h A 6 \QLL \ �� / / Ak6' 7 )�\ \�1000 1 N 446`J GNOIIc A p a : 0 JA�C/TY\OF\iP.- �o H L TOC=456.64' h� _ a^� / I / l l I ALB� RLE \ "I INV=446.69' /' / II 'III SSWR E607" 7 �OUND 1/2"REPAR GY/ 5 A/ I I I 97 p L/NCOLNCAP 0 I / © I \\\\ MULTI RU 2000 IV BIRCH ULTI-T UNK VE IRCH TOC-456.76' v I I MI 4" OAK / / O VARIABL 1 RAIN D aI SO, Op 6$ 150, 6 F B79R/H sQs� \ II 36Fv $ �(R PARCEL B \ \ N/F \ / / I N/F 795 A FIRST GOLD LEAF LAND TRUST J / �� PTAP INVESTMENTS LLC ET AL 08(M SK 865. PG 165 C SK 4659. PG 32 PARCEL#04500-00-00-1 11 CO PARCEL)/04500-00-00-11000 / 49546.9 SQ. FT. LINE BEARING DISTANCE O pRi 1.14 AC. o AARLEOEEDESMT / Sr Mf L1 R N 30'32'19" E 18.56' O94S5B4B59 r'N \ L2(M) N 30-35-40" E 18.55' c/o0 PGS32 J� \ 1_3 R2 N 24 44 19 E / 15.41 L4(M N 24'42'36" E 15.41' - �qRi � / \ L q N f 0 else, /OTN / XT PC6f 43 vT \ O o \ N 20 0 20 40 GRAPHIC SCALE (IN FEET) OF J Y,9RL4BLEDY/OTH, EASEMENT O93577PG 651 N/F /FIRST GOLD LEAF LAND TRUST WENDELL W WOOD, TRUSTEE UK 4659. PG 32 PARCEL#04500-00-00-11100 N ' i L ALBEMARLESERU/CEAUTHOR/TYESMT �\ OB 4332 PGS284 LL TOC-45 .93' " OLLY t INV=43 .73' -T NK 20,00 BIRC c/o0 DTH \ \\ \ E NT �l \ 43 2 �5"HOPE \ FROMAPPRO1159YED S/TEPLAN/ \ 30' S ss SO \ \ \ \ 760 30'PR/UATEACCESS \ \ EASEMENT \ DB4959PG92 DEMOLITION PLAN GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LOCAL JURISDICTION, AND ALL UTILITY PROVIDERS LOCATED ON -SITE AND IN THE RIGHT OF WAY. 2. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER LOCAL PROJECT SPECIFICATIONS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL STATE/LOCAL ONE CALL AND CONTACT ALL UTILITY COMPANIES TO SCHEDULE UTILITY SERVICE REMOVAL AND/OR ABANDONMENT. ALL UTILITIES SHALL BE REMOVED AND/OR RELOCATED PER THE SPECIFICATIONS OF THE UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITH THIS WORK. 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION APPROVED BY THE GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FOUNDATIONS, DRAINAGE STRUCTURES, UTILITIES, ETC, SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED. 7. CONTRACTOR MAY LIMIT SAW -CUT AND PAVEMENT REMOVAL TO THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED TO ANY OF THE SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 8. SAW -CUT AND REMOVE TO FULL DEPTH AT ALL PAVEMENT/SIDEWALK LIMITS OR TO EXISTING JOINTS. 9. CONTRACTOR SHALL MAINTAIN A WELL -DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUCTION. 10. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. 11. EXTENT OF DEMOLITION WORK IS NOT LIMITED TO WHAT IS SHOWN TO BE DEMOLISHED ON THIS PLAN. DEMOLITION WORK MUST BE COMPLETE SO THE PROPOSED STRUCTURES AND APPURTENANCES CAN BE CONSTRUCTED. 12. ALL POTENTIALLY HAZARDOUS/TOXIC MATERIALS MUST BE REMOVED FROM THE SITE PRIOR TO DEMOLITION, AND PER DIRECTION OF THE ENVIRONMENTAL ENGINEER. 13. FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTING FROM THE REMOVAL OPERATION. 14. ALL MATERIALS AND STRUCTURES DESIGNATED AS "TO BE REMOVED" SHALL BE DISPOSED OF OFF SITE AND AT THE COST OF THE CONTRACTOR. 15. DEAD SEWER CONNECTIONS OR MAINS BEING REMOVED SHALL BE REMOVED TO THE RIGHT-OF-WAY (UNLESS PLANS OR UTILITY OWNER SPECIFY OTHERWISE) AND SEALED AND MADE WATERTIGHT. 16. ALL TRENCHES, HOLES AND PITS RESULTING FROM THE REMOVAL AND ABANDONMENT OF ANY STRUCTURE OR OBSTRUCTION SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 17. THE CONTRACTOR SHALL STRIP AND REMOVE (OR STOCKPILE) ALL TOPSOIL PRIOR TO COMMENCING WITH ANY EXCAVATION OR DEMOLITION. LEGEND EXISTING FEATURES LEGEND APPLIES TO ALL CIVIL SHEETS R/W RIGHT OF WAY LINE - - - - PARCEL LINE SUBJECT PROPERTY BOUNDARY LINE - - EASEMENT LINE _ = CURB EDGE OF PAVEMENT EDGE OF WALK PAVEMENT MARKINGS STM STORM SEWER SAN SANITARY SEWER W WATER LINE G GAS LINE OHE OVHD ELECTRIC LINE UGE UGND ELECTRIC LINE UGT UGND TELECOMM LINE - - - - &V - - - - MAJOR CONTOUR - - - f02 - - - MINOR CONTOUR nn nn nn nn nn nn nn nn nn nnnnnn nnnnnn GUARDRAIL NO BUILD AREA MONUMENT FOUND c/p CLEAN OUT ® MAG NAIL FOUND (D STORM DRAIN MANHOLE BENCHMARK (D SEWER MANHOLE ►wi WATER VALVE C7 TELEPHONE BOX pw WATER METER Q TELEPHONE MANHOLE )p, HYDRANT TELECOMMUNICATIONS PEDESTAL F_DD, I� FIRE DEPARTMENT CONNECTION O CODED NOTES: 1. STRIP GROUND COVER AND TOPSOIL, AS NECESSARY. 2. PROTECT EXISTING CURB TO REMAIN. 3. PROTECT EXISTING UTILITY STRUCTURE TO REMAIN. 4. PROTECT EXISTING UTILITY LINES TO REMAIN. 5. PARKING SPACE TO REMAIN. 6. EXISTING SIDEWALK 7. TREE PROTECTION. VERIFY LOCATION WITH OWNER'S REPRESENTATIVE ON -SITE. SEE LANDSCAPE PLAN FOR DETAILS. 8. RAIN GARDEN REMOVED BY OTHERS. SEE WP0201300002 APPROVED 07/21/2020 PROPOSED REMOVE AND DISPOSE OF EXISTING PAVEMENT, SIDEWALK, AND BASE MATERIALS REMOVE AND DISPOSE OF EXISTING CURB = = = >• LIMITS OF DISTURBANCE TBR TREES TO BE REMOVED ' Com guile / TK=qAR E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO WWN.eeeelme.ee■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-8584 FAX: (888) 2084826 N N N N N Cl! ❑ o o � o o N c 0 N N E J � Q N 1- 2 � o W L m U) Z 3 Of U) w z LLI J D_ a U5 a a 3 w ❑Wzr:❑ ❑ W LU m Q Q z z U) 00 ¢ w m m m W > W W Z W F- W Fn Cl) U) (L m w Q¢ O Q Q z z z z 3: m w w Z 0 0J LO V CO N O z O N LLI N z- aw = J U_j J 0 W r Z U) Z Q _WU Z L\\LI Q / Q /Q V 2020 CESO, INC ZACHARY DAVID FRESHU,R ✓ 11 /04/2020 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 FOUND 112"REBARW1 / OAK L/NC LN04P „h / LEGEND N/RG/N/AELEC D 0 dPGNERESMT SITE PLAN GENERAL NOTES: B , S 2q•600' jaEXISTING OB3925 � .'° �� �� „ 44'Ig,, N/F � 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS, INCLUDING f v W PLANTERS BANK & TRUST BUT NOT LIMITED TO O.S.H.A. STANDARDS. REFER TO EX. CONDITIONS AND DEMOLITION PGS52 AK ^ COMPANY OF VIRGINIA / PLAN SHEET FOR EXISTING FEATURES LEGEND 9 BK 4659. PG 32 a 2. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION. S PARCEL#04500-00-00-111A0 MAINTENANCE USE AND N / � / PROPOSED S•15, EASEMENT AGREEMENT ALLOW = / 3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE, BUILDING } 7 41 „ VALVOLINE TO USE BROKI 94 / / DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT. BUILDING s -0- 1S PGS 721 - 749 CONCRETE CURB � 5.0 %'" � F •3p, � 4. REFER TO CONSTRUCTION DETAILS / GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS. BEMA LEE VICE f �-- 1S / PAVEMENTNVALK OR� ESMT R24.0 ( / % 5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL, ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE PGS294 // / STATE SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). n j 20.0 �\\\ S / / CONCRETE S2B4 : . ^ R3.50 5 v S / 6. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED 24.0 (TYP) \ „13 3T / PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. + + + 51.53 18.0 20.0 �" 17 ALBEMARLEDEEDESMT I 43.0 / 5.0 % 5.5 ' 4 + + + I OB 4B59 PGS32 �// VIOL +-z v + 18.0 ��AR,�_� - ` GANDER DRIVE ` ,0 CODED NOTES: A = 2,080 SF; H = 28'-11" R5.0 10 1. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE AND PAVEMENT MARKINGS. REFER TO CONSTRUCTION DETAILS. 16.0 4 / , % . 2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO CONSTRUCTION DETAILS. R12.0 `/ / I / 3. FLUSH CURB 8 4. TRANSITION CURB TO FULL HEIGHT IN 10' 0 I � �� � /. 43.0 5. PROPOSED PAVEMENT MARKINGS. 24.0 6. ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS I % 6 7. CONCRETE WALK, PER CONSTRUCTION DETAILS 5.0 4 8. CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT, PER CONSTRUCTION DETAILS. I % / % 13 20 0 20 40 9. PROPOSED MONUMENT SIGN PER SIGNAGE PLAN. GENERAL CONTRACTOR TO PROVIDE ENTIRE BASE FOR MONUMENT SIGN. 4� `�. % 14 a + + + DUMPSTER CONCRETE PAD _ _ CONCRETE PAVEMENT WITH �Gp �� ° N V� ° f5 \ 06 // v / / -, O - \ 8. ALL SIGNAGE SHALL COMPLY WITH THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. BLACK COLORTOP SEALANT O yw J� �e 11 y R5.0 20 v 0 C0- O O 4 a 0 R5.0 9. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH THE STATE DOT AND THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM �� yd Q TRAFFIC CONTROL DEVICES. ASPHALT PAVEMENT J' �A7 q CENTRAL TELE CO ESMT = �- \ ,; % R5.0 O}h���� a. LANE LINE: 6" WHITE 0939/9 / 6 \O ! 39.0 Q¢�o o� b. PARKING STALLS: 4" WHITE t>a PGS699 ^..% + 4 O PARKING SPACE COUNT 1`7 ti f 7 15.50 Y + + 0 C. STOP LINE: 24" WHITE L + 10 •`C 89.80 8 ` + J. CROSSWALKS: LONGITUDINAL 24" WHITE (PER VDOT STANDARDS) � p j � '� - + + + � ` DETECTABLE WARNING MAT. + 18 0 VIOC 26.52k e. HANDICAPPED STALLS: 4" YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS )119,00 L \ z ao GANDER DRIVE \ : / = LIGHT POLE A = 21080 SF; H = 28'-11" O 10. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE. G - { ' o 70.44 18 `� 11. ALL LIGHT POLES TO BE LOCATED 2' FROM BACK OF CURB AS MEASURED FROM THE FACE OF POLE FOUNDATIONS, UNLESS OTHERWISE CONCRETE BUMPER BLOCK AK 24.0 `.' `� WRLABLEW19711ACCES, NOTED ON PLANS. EASEMENT R24.0 % / \ \ f ` 3 �� DB3577PG 951 12. ANY SIDEWALK, EXISTING CURB, OR PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPLACED. 7 G" R12.0 • 13. PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED. C 7 / LBE ARL ERN/L ARCHITECTURAL REVIEW BOARD NOTES: LITHO / ESMT 16 o\ \ % 59.68 `� OQ 14. HANDICAP REQUIREMENTS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIREMENTS. DEVELOPMENT SHALL BE IN ACCORDANCE WITH 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL _ _ D 20.0 FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES ACT BE ELIMINATED. N/F ACCESSIBILITY GUIDELINES. AK 15 \ y \ r CC t 3 11 ` 17 / FWEND BIRST OTRUSTLD LEAF LAND L IN WOOD, TRUSTEE15. PRIOR TO FINAL ACCEPTANCE OF STORE BY OWNER THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH. Az ^ \\ \ R5.0 C 0 ��^ PARCEL#04500-00-00-11100 411 �} \ Z" MAGNO 92 33 1 (TYP) O 16. ALL CURB RADII TO BE 5', UNLESS OTHERWISE NOTED ON PLAN. rn O N \ --�'C/TYOF HARLOTTESN/L M TYp N . ry�� / 17. KNOX BOX FOR FIRE ACCESS REQUIRED FOR BUILDING. LOCATION TO BE COORDINATED WITH FIRE MARSHAL'S OFFICE. v �� 2' HOLL a,. �� 20.0 ( �� 24.0 ' PGS9123.78 ° � 2 2 \ ALBBRLE ° (TYP. R2.0 F �ry OA SS IR B997 SMT 7soD 7.73 ° a ` a � � or 7 in ULTI �RU N/ /N% �L MAG a .� N�� / - N ALBEMARLESERN/CEAUTHOR/TYESMT HOIV BIRCH " ( ` ' z¢ao 2 R10.0 OB4332 / 7.0 6 PGS HO ° PGS294 I 11 5 \ \ �• ULTI-T UNK 7 (TYP.) VE IRCH 10.0 5.5 (TYP.) UL K 7¢00 �1� 18.0 20.0 I / RR BIRC LY " HOLL 0 \ / R6.0 a _ - O 7 K (TYP.) 4" OA 411.0 4 5 5 4 R2.50 I 16.0 %. VARIABL WIDTH y� ® RAIN E E E Ni \ % \ \ d a \ 60 01 0R5.0 D 4. PG 43 >5"HOP40.0 E@ 7B% q � S '4 �ROMAPPRONED \ - � S ,16100 9YTEPLAN/ _. %: - ��.-O 2.0 % '.,..,,'� 11 1. / /V GS°'4-14 \ I 6 l .5 (TYP.) j 21.33 $p I 36 "" W p 6 46 % + 9. PARCEL B s 5.0I N1gS 32 /F N/F / % 4 a 40 + + + + I FIRST GOLD LEAF 164659. ND TRUST PTAP INVESTMENTS LLC 32 ET AL pB �M) 9� 90' / / 12 1.1.5/ + + B865+ PARCEL#04500-00-00-1 11 CO PARCEL#04500-00-00-11000 49546.0 SQ. FT. o% 1.14 AC. LINE BEARING DISTANCE L1 R N 30'32'19" E 18.56' L2(M) N 30-35-40" E 18.55' L3 R N 24.44'19" E 15.37' L4 M N 24'42'36" E 15.41' CESO WWN.eeeelme.ee■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435.8584 FAX: (888) 2084826 N N N N N Cl! ❑ o o � o o N c 0 N N E J J � Q N 2 o W > � 3 U) w z J a a U) a a 3 w ❑ ❑ �¢ ❑ w m ¢ ¢ z U)z U 3. 00 ¢ w (L a c❑n a W > r t'� z F- ~Lu m U) d w Q¢ O Q Q z Z Z Z 1= LL LL LL ? O t0 in It M N O Z r C) N N LLI z - Q Lu = J U� J_ O Lu �1 z O ■ W zQ _ Lu v z LLI J i 0 0 >w z (a��11 C 2020 CESO, INC V ZACHARY DAVID FRESHU,R /5.5 ✓11/04/2020 10. DUMPSTER ENCLOSURE & CONCRETE PAD. SEE C7.2. 2 Project No. 757280-01 GRAPHIC SCALE (IN FEET) / O 1 V 11. LIGHT POLE BASE, PER UTILITY DETAILS. ° I .�6.. Scale AS NOTED` Drawn BAB 12. PROPOSED BIKE RACK, PER CONSTRUCTION DETAILS. * / . 4 a Checked e 5 �% 8.0 4 TJV s 13. GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR BELL RINGER. CONDUIT TO BE INSTALLED UNDER CONCRETE SIDEWALK, ADJACENT a a Date 03.06.20 TO BUILDING, AND STUB OUT OF CONCRETE CURB. REFER TO ARCHITECTURAL PLAN, A3.2, FOR ADDITIONAL INFORMATION. DID (TYP.) 2 Drawing Title 9 0�� 7 11.0 O 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 IS TO COMMENCE, THE CONTRACTORS SHALL SCALE BLOCK WITH MUTED EARTH TONE COLOR. SEE DETAILS FOR TYPICAL SECTION. SEE GRADING PLAN FOR ELEVATIONS. HEIGHT Ck VARIES (MAXIMUM HEIGHT OF 4.26) NOTIFY THE FOLLOWING AGENCIES: VIRGINIA \ 5.0 ONE SO OTHERL AT 811 AGENCIES WHICH 52-7001 MIGHT� HAVE D ALL\�M A C= a 16. GUARDRAIL PER VDOT STANDARD DETAIL GR-2. UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA 17. PROPOSED UTILITY EASEMENT. SEE UTILITY PLAN ONE CALL. ENLARGED PLAN: ACCESSIBLE PARKING AREA 18. PROPOSED CROSSWALK PER VDOT STANDARDS. 1" =10' Drawing No, SITE PLAN C3.0 56.64 5.69' e Ol ,i C7 �0) tiW ��U ez .i 1 N1 [Z• TOC=456 94' INV N=453.09' INV S=453 03' 4 ry 4 Np/45 t � 456. OAK / ® / TW=451.88 j BW=451.88 ? \ oAK TW=456.02 BW=452.10 GO � n 5 CA cAo i PARCEL B N/F FIRST GOLD LEAF LAND TRUST BK 865. PG 165 PARCEL#04500-00-00-1 11 CO 49546.9 SQ. FT. I 456.21 �O -16 2 /Me 1 0 7 6 M1l1 Nq< r FOUND 1/2"REB.4RW1 L/NO LNC9P D 6S I S 2a• 4�0' ;rl" / a N/F PLANTERS BANK &. TRUST COMPANY OF VIRGINIA BK 4659. PG 32 RCEL#04500-00-00-111AO / qSp 4m TC 456.68 BC=456.18 TC-457. - BC=457. TC=456.98 1 BC=456.4E yo TC=456.67 BC=456.17 456.94 F / VIOC 456.94E GANDER DRIVE / A=2,080SF; H=28A1' / 1 FFE = 457.04' '�W J %ty MULTI-TRUNK \RIVER BIRCH 2`�y LY / 455.12 MULTI -TRUNK TC=455.1 RIVER BIRCH \ BC=454.fi r 454.1 MULTI -TRUNK RIVER BIRCH 2\HOLLY 2" HOLL4� </off _ ?e l � S 6s. 4S/S Sp 36 Op 6 �io0 H 0150, F 19RjH� 6 W S 02 (R) N/F 79$ PTAP INVESTMENTS LLC ET AL•�8 �M BK 4659. PG 32 PARCEL#04500-00-00-11000 ILINE BEARING DISTANCE L1 R N 30'32'19" E 18.56' L2 M N 30.35'40" E 18.55' L3 R N 24.44'19" E 15.37' L4 M N 24.42'36" E 15.41' ENLARGED PLAN: SOUTH PARKING AREA 1"=10' J0 h ~/ � 454.43 /CD _L V hM. /o> M 7 / N / 2 0 o/ BC 458.44 R TC=458.10 F 9 (Z'ryo /z`P�� 20 0 2g ao 4 6?� 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 i.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 Ld% S/TEPLAN/ w� TBMk1- 71 TC=457.72 TC 457.04 BC�57 22 TC-457.93 BC=456.54 BC=457.43 1" I TC 456.93 BC=456.43 TC=456.68 BC 456.18 I TC=456.55 TC�56.68 I BC=456.05 BC=456.18 0 FFE = 45T04' 456.93 456.94 1 TC 456.94 =456.43 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 Z MINOR CONTOUR STORM SEWER 3TM coo CLEAN OUT p DOWNSPOUT CONNECTION MANHOLE CURB INLET CATCH BASIN XXXXX FINISHED GRADE ELEVATION TC=XXXXX TOP OF CURB ELEV. BC-XXXXX BOTTOM OF CURB ELEV. SW- TOP OF SIDEWALK ELEVATION TW=XXX.XX TOP OF RETAINING WALL ELEVATION BW=XXX.XX BOTTOM OF RETAINING WALL ELEVATION (M.E.) MATCH EXISTING ELEVATION TC TOP OF CURB BC BOTTOM OF CURB xXX% _ SLOPE ARROW GRADE BREAK GRADING PLAN NOTES: 1. ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A VALVOLINE INSTANT OIL CHANGE REPRESENTATIVE. 2. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY, AND STATE DEPARTMENT OF TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS. 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE STATE ONE CALL SYSTEM AT LEAST THREE (3) WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS. 4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 5. THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 6" LOOSE LIFTS TO 95%OF THE MAXIMUM DRY DENSITY PER ASTM D1557, ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION. 6. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB -OUTS, INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 7. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. 8. MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALVE BOXES, ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE. 9. UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED. 10. ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE DIFFERENCE OF 6"d- DEPENDING ON FIELD CONDITIONS AT THE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES. 11. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURING CONSTRUCTION TO THE ORIGINAL CONDITION OR BETTER. 12. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 13. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF DISTURBANCE AND NOTES. 14. THE CONTRACTOR SHALL COMPACT FILL UNDER ALL PARKING, BUILDING, AND DRIVE AREAS AS DIRECTED BY THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 15. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER. 16. THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB. 17. ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. 18. SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE. 19. VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS. 20. ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. 21. ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF 2%AND A MAXIMUM LONGITUDINAL SLOPE OF 5%, UNLESS IN AN APPROVED ADA RAMP. 22. CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO CONSTRUCTION. 23. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BE ACCURATE. PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED. ADVISE VALVOLINE CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES. a $1 .com � � CAR E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO I r��.ssss��e.es■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-8584 FAX: (888) 2094826 N N N N N N O N � 7 O N ❑ o o o o N c 0 N N E J VQ Q N 2 o w 3 0- U) w z wQ, J a a U) o a on 3 w ❑ ❑ ¢ ❑ w m Q Q z U) z 00 ¢ w a GO 0- W > r F- z F- ~ it m U) d C w a a 0 a a Z z z z w w Z 0 0D LO V CO C4 O z O N 04 LLI z� aw _ __1 U� O W Z Z LJ U z_w �> Q >o z Q 2020 CESO, INC ZACHARY DAVID FRESHUR ✓ 11 /04/2020 Project No. 757280-01 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title GRADING PLAN Drawing No, C4.0 Ag9 . t $ 7901l1 / FOUND 1/2"REBARWI OAK L/NC LNCAP ,c 2 % BS. S44 00, 1 \ N F W PLANTERS BANK & TRUST a 8^ 1 COMPANY OF VIRGINIA Qt� BK 4659. PG 32 �LO \ g \ S I PARCEL#04500-00-00-111AO 30. +\ + 39r) + b + /+ + s + + + + + S•rs r, , + + + + + + + + \+ F ' /'noS40 TR� + + + + + + + + + + + + "// +/F{ + + + + + +\+ +/r + + + + �+ a I / / / /+ + + + + + 1 + + + / + /� + + + pj�' � / $q. 2 / I/^/l\I \ / ly / +/+ + I+ + + + + + + + + `+ + +/ + + + + + / 453 + + + + + + r14/ \ / +SiQ / + + + + + + 454 2 6 �+ + + + + + + /ass, + ++++ + + + ITO456.9+ + + + + + + + + 53NV40\ / 1V A T 7 / / LEGEND REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS DRAINAGE BOUNDARY �i�► FLOW ARROW CESO I rrr.ssss��e.es■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-8584 FAX: (888) 2084826 , N N N N N N .�O� 20 0 20 40 O O O O O 4g 91) MQ � GRAPHIC SCALE (IN FEET) INV s=453.03 / / / / + + + \ + + + + 41 DRAINAGE AREA Ell / + + + + + + + + AREA = 0.230 AC + ' ! DRAINAGE AREA E2 % + I+ + + IMPERV=31/o + + + AREA = 0.327 AC + �" + + C = 0.49 � / AK / I / -F ^ + + -I- IMPERV = 0% .+ .+. tV + + + C=0.30 + +I+ + + + + 1/ + +� + + + + �+ + + + + + / 3 4� Q \ �"" ' \ \ \ + \ N + + + / + + + + / FIRST GOLD LEAF LAND TRUE n A / AA$ �� \ \ + + +� + WENDELL W WOOD, TRUSTEE H L ,Q 4-- � \+\ BK 4659. PG 32 \�-�pSgN� + + + + + FD / ` PARCEL#04500-00-00-111C jl r / +�\ + + + / NOLI + ' + + + + N ^� et I 2\JL\Y2 I'M- + +-t- 1+ �o +ry \OLL+`SqN 56.64' /3 5.69/ \ Nry h b,. \ v 5" A (D I I I ` \ MULTI-TRU �VER BIRCH � �\ \ \�\p }HtOt�{Y \ L FMLTI TRUNK VER BIRCH \ \\ 2" HOLLY 'V, J J I \ \ MULTI -TRUNK \ �\ / h 4" OAK / M\\ ��/ J� \ RIVER BIRCH 2" HOLL B 02, PARCEL B FIRST GOLD LEAF LAND TRUST / / PTAP INVESTM EN LLC ET A, BK 865. PG 165 ` BK 4659. PG 32 PARCEL#04500-00-00-1 11 CO PARCEL#04500-00-00-11000 49546.0 SQ. FT. e 1.14 AC. LINE BEARING DISTANCE L1 R N 30'32'19" E 18.56' 1_2 M N 30'35'40" E 18.55' L3 R N 24'44'19" E 15.37' L4 M N 24'42'36" E 15.41' 1/10 C/P // /////// 7PEQ LB% \ 4PPRONEO \ RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SQ. FT.) (ACRES) (C) + + + + GLENELG LOAM LAWNS 6,909 0.159 0.30 + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 3,098 0.071 0.90 E1 TOTAL AREA 10,007 0.230 COMPOSITE C 0.49 + + + + + GLENELG LOAM LAWNS 14,264 0.327 0.30 + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 0 0.000 0.90 E2 TOTAL AREA 14,264 0.327 COMPOSITE C 0.30 EXISTING DRAINAGE OVERLAND RUNOFF - (2 & 10-YR STORM) PROJECT: VALVOLINE INSTANT OIL CHANGE - CHARLOTTESVILLE, VA Drainage Total Area 2-Yr Rainfall Composite Runoff Runoff Description T� ainfa ll Rainfall Area (Acres) Intensity Runoff Coeff Q (2 Yr) Q (10 Yr) Intensity E1 Overland runoff to Gander Drive 0.23 5.00 5.04 6.54 0.49 0.57 0.74 E2 Overland runoff to existing BMP facilities 0.33 5.00 5.04 6.54 0.30 0.50 0.64 *Mininum Tc of 5.0 minutes ** i = B / (Tc + D)AE. 8, D, E factors according to VDOT Drainage Manual App 6C-2 alip mom • C A R E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. N C 0 N N E J � Q N 1- C � o w y cp W � 3Of U w ❑ w N � J a a U) a a 3 w ❑ ❑ ❑ W M Q Q z z rp 00 ¢ w i a W a W> F F Z F ~ of m cn d co w Q¢ O Q Q z z z z 3: M w w Z 0 0D LO V P9 N O Z (:) (Y) N W N Z- aw r J U� J OW Z <O W Z Q LU U _:i> OQ > Q Q C7 2020 CESO, INC ZACHARY DAVID FRESHU,R ✓ 11 /04/2020 Project No. 757280-01 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title EXISTING DRAINAGE Drawing No, C5.0 % R" Q / O W �� / ^ / - 454 U _ v TOC=456.94' ETINV N=453.09' Q / `- INV S=453.03' / I / AK / v DRAINAGE AREA E2 AREA - 0.032 AC / IMPERV=10% "Safi FOUND 11211RE64R DY/ LINO LNCAP e 5 \ 6. S�q-44, 1 S 3 � \ 7 . S" f DRAINAGE AREA 5 AREA = 0.199 AC IMPERV = 84% C = 0.85 N/F PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 RCEL#04500-00-00-1 1 1A0 `1Sp DRAINAGE AREA 3 AREA = 0.039 AC IMPERV =100% C = 0.85 C=0.36/ Q Q N - �� \ o con' h / d46 / 5 p DRAINAGE AREA 2 AREA = 0.148 AC 7/�v4��\\ o IMPERV =97% 456 C = 0.85 2.. 441 i6.64' i0 Z / I 2 �hh 5.69' I I III TRU MULTI -\�\\ lNO VER BIRCH ��\�\ �\ HO 01 1�S ULTI-TRUNK \ \ + RY.VER BIRCH�\ + F U , 1 MULTI -TRUNK \ I\ / 4" OAK \/r \ J� \ RIVER BIRCH \\\ t i{ 2" H L 40.1 /ssSo'36 o I I I I 1 '5013 19.0 / PARCEL BIII II N/F s 4V 79S 2 N/F FIRST GOLD LEAF LAND TRUST \ PTAP INVESTMENTS LLC ET AL 06' l l BK 865. PG 165 BK 4659. PG 32 (M� PARCEL#04500-00-00-111C0 PARCEL#04500-00-00-11000 49546.9 SQ. FT. C 1.14 AC. LINE BEARING DISTANCE LI'll N 30'32'19" E 18.56' 1_2 M N 30-35'40" E 18.55' L3 R N 24-44'19" E 15.37' L4 M N 24'42'36" E 15.41' Jo 2 DRAINAGE AREA 4 AREA = 0.042 AC IMPERV = 93% C = 0.85 1 N� I% � L �{ :emu//\ LAND COVER & RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SO. FT.) (ACRES) (C) + + + + + GLENELG LOAM LAWNS 186 0.004 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 4,005 0.092 E1 TOTAL AREA 4,191 0.096 COMPOSITE C 0.85' + + + + + + GLENELG LOAM LAWNS 1,276 0.029 0.30 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 145 0.003 0.90 E2 TOTAL AREA 1,421 0.032 COMPOSITE C 0.36 + + + + + GLENELG LOAM LAWNS 223 0.005 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 6,217 0.143 2 TOTAL AREA 6,440 0.148 COMPOSITE C 0.85' STORM SEWER NOTES: / 1. ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING A GASKET, SO AS TO PROVIDE A WATERTIGHT SEAL. / 2. ALL STORM SEWER PIPES LESS THAN 12" DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE / CONFORMING TO ASTM SPECIFICATION D3034, UNLESS DENOTED OTHERWISE ON PLANS. a / 3. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON -SHRINKING AND N / NON -CORROSIVE GROUT. \\� / 4. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: �f/ / REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV) / / POLYVINYL CHLORIDE (PVC SDR 35) HIGH DENSITY POLYETHYLENE PIPE (HOPE) 5. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 21y 6. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES. O� Q° 20 0 20 (� 2� 1z 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 Y ABOVE FINISH GRADE. ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00%MINIMUM SLOPE UNLESS OTHERWISE NOTED. \ GRAPHIC SCALE (IN FEET) 9. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. / 10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. DRAINAGE AREA E1 AREA := 0.096 AC IMPERV = 96% C = 0.85 N/F /FIRST GOLD LEAF LAND TRUS WENDELL W WOOD, TRUSTEE BK 4659. PG 32 PARCEL#04500-00-00-1110 CODED NOTES: 1. 4" SUMP PUMP DISCHARGE PIPE, 1% MINIMUM SLOPE 2. 6" SADDLE CONNECTION OR WYE 3. 6" PVC DOWNSPOUT PIPE, 1% MINIMUM SLOPE 4. MANHOLE AND OUTLET PIPE COMPLETED BY OTHERS. SEE WP0201300002 APPROVED 07/21/2020 5. 4" PERFORATED RETAINING WALL UNDERDRAIN. SEE CONSTRUCTION DETAILS STORM SEWER STRUCTURE SCHEDULE NO. STRUCTURE GRATE INVERT FLARED END SECTION 1 VDOT ES-1 W/ CLASS 450.71 (15" RCP) NE Al RIPRAP (EC-1) DROP INLET 451.90 (6" PVC) NW 2 VDOT DI-1 454.41 451.29 (15" RCP) N 451.19 (15" RCP) SW 3 CURB DROP INLET 455.01 451.45 (15" RCP) S VDOT DI-2A 451.55 (15" RCP) N CURB DROP INLET 452.00 (15" RCP) NW 4 VDOT DI-2A W/ 456.20 453.20 (4" PVC) SW INLET SHAPING (IS-1) 451.90 (15" RCP) S 5 DROP INLET 455.58 452.38 (15" RCP) SE VDOT DIA SUMP PUMP MANHOLE .04 (4" PVC) SE 444747.04 6 (SEE PLUMBING SHEETS 456.95 (4" PVC) S P-1 & P-3) SUMP PUMP MANHOLE 447.04 (4" PVC) NW 7 (SEE PLUMBING SHEETS 456.91 453.31 (4" PVC) NE P-1 & P-3) LEGEND REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS DRAINAGE BOUNDARY _ 320 MAJOR CONTOUR 322 MINOR CONTOURCES O STM STORM SEWER ■■�.ttttl�t.tt■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 UD 4" PERFORATED UNDER DRAIN PHONE: (937) 435-8584 FAX: (888) 2084826 0 0 0 0 0 0 OOp CLEAN OUT N N N N N N p DOWNSPOUT CONNECTION o cr o N o 0 0 �`rp 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 PROJECF: VALVOLINE INSTANT OIL CHANGE - CHARLOTTESVILLE, VA 2-Yr Rainfall 10-Yr Drainage Total Area Post Composite Post Runoff Pre Runoff Post Runoff Pre Runoff Description T° Intensity Rainfall Area (Acres) Runoff Coeff Q (2 yr) Q (2 Yr) Q (10 Yr) Q (10 Yr) i (in/hr) Intensity El Overland runoff to Gander Drive 0.10 5.00 5.10 6.54 0.85 0.42 0.57 0.54 0.74 E2 Overland runoff to existing BMP facilities 0.03 5.00 5.10 6.54 0.36 0.06 0.50 0.08 0.64 'Mininum Tc of 5.0 minutes "i = B/(Tc+O)^E. 8, D, Efactors 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 1 33.0' 1 0.50% 451.29 451.45 2 TO 1 15" RCP 47.5' 1.00% 451.19 450.71 LAND COVER & RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SO. FT.) (ACRES) (C) GLENELG LOAM LAWNS 0 0.000 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 1,692 0.039 3 TOTALAREA 1,692 0.039 COMPOSITE C 0.85' + + + + + GLENELG LOAM LAWNS 139 0.003 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 1,717 0.039 4 TOTALAREA 1,856 0.042 COMPOSITE C 0.85' + + + + + GLENELG LOAM LAWNS 1,407 0.032 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 7,263 0.167 5 TOTALAREA 8,670 0.199 COMPOSITE C 0.85' C ESOV 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 P24 2 0.04 0.85 0.03 0.24 5.81. 6.29 1.50 1.50 1 0.15 1 0.85 0.13 0.36 1 5.98 6.24 1 2.27 1 2.27 "Mlninum Tc of 5.0 minutes '• i = B /(Tc+ D)^E. B. D, E factors according to VDOT Drainage Manual App 5C-2 'C = 0.85 FOR COMMERCIAL DEVELOPMENTS, PER VDOT DRAINAGE MANUAL a $1 0cam r C A R E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. N 0 N N E J J � 1- 2 uj w N 7 Of � 3Of U) w z W J 0- a U5 0- a 3 � w ❑ ❑ ❑ W Q Q z LU W z 00 <¢ w a- 0- on a W > r F z r ~ LU on uJ EL on w Q Q O Q Q z z z z P: u w w z O 0D LO V M N z 0 N LLJ N z� aw _ _J U� J o� Z Z Q _WU J Q Q /Q V 2020 CESO, INC ZACHARY DAVID FRESHUR ✓ 11 /04/2020 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 rl 2+50 CESOW STORM SEWER DESIGN COMPUTATIONS - PROPOSED SITE DEVELOPMENT (10-YR STORM) PROJECT: VALVOLINE INSTANT OIL CHANGE - CHARLOTTESVILLE, VA AREA RUN-OFF INLET RAIN RUN-OFF TOTAL CAPA- FLOW TIME DRAIN CA INVERT ELEVATIONS LENGTH SLOPE DIA. VEL. FROM COEF. TIME FALL q O CITY MINUTES TO POINT "A" REMARKS POINT INCRE- ACCUM- MIN- UPPER LOWER INCRE- ACCUM- ACRES C IN./HR. C.F.S. C.F.S. FT. FT./FT. IN. C.F.S F.P.S. MENTAL ULATED UTES END END MENTAL ULATED (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17) (18) 5 4 10.199 0.85 0.17 0.17 5.00 16.54 1.11 1.11 452.38 452.00 77.1 10.0050 15 4.57 2.94 0.44 5.44 4 3 0.042 0.85 0.04 0.20 5.44 6.40 1.31 1.31 451.90 451.55 68.8 0.0050 15 4.57 3.08 0.37 5.81 3 2 0.039 0.85 0.03 0.24 5.81 6.29 1.50 1.50 451.45 451.29 33.0 0.0050 15 4.57 3.24 0.17 5.98 2 1 0.148 0.85 1 0.13 0.36 5.98 6.24 2.27 2.27 451.19 450.71 47.5 0.0100 15 6.46 3.64 0.22 6.20 a $1 .com 5 C AP10C, 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 O o N O O o o 0 0 0 0 J a ~ W m 09 Z) (n W 0 W N � J J J W a a U) m a a CDO J 0 o a o W z Z a z U) DOa w J J W J a a a W a j W w z W ~ rn rn OL rn w a z IZ IZOL � U Z 0 uO I- 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 F,9LTH UrJ! err Z4CIIARI" DA\ fD '7 FRESHUlh �.u��AL �'1� 11 /04/2020 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/z SECTION CAST IRON 1/2 SECTION STEEL NOTES 2'-7" LUGS TO BE 1'-31 L 2%2" x 21/2" x 1/4"CAST WITH 10'-4" LONG 1• DEPTH OF INLET (H) TO BE SHOWN ON w COLLAR r ' STANDARDFOR DI1A GREATER THAN 10' USE B _ A OPTIONAL _ BRACE RIBS CAST I GALV. IRON I STEEL 66 ± LBS 3 LBS 143.6 INCLUDING I INCLUDING LUGS (CONNECTOR , 13 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2" Nk8 6" IDTH I/2" z 1%2' x 4"J I %2" x 4" STRUCTURE. PLAN LUGS 12" 91 i' STUD SHEAR 1 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) CONNECTORS i OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A • OF THE STRUCTURE SHALL BE SHAPEDD WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE.THE COST OF HING COLLAR DETAIL t MIN RINSED ALL MS TO BE NCLU NTAL TO INPLACINGTSHAPING TO INLET SHAPING IS TO BE INCLUDED ETTERNG IN THE BID PRICE FOR THE STRUCTURE. DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS FOR DETAILS SEE STANDARDGST'TER. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A IN -PLACE. 4'-2" 2' HARDWARE CLOTH 2_g 1'-3" SEE DETAIL B I I 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT DEPTH AGGR TO ABUTTING CONCRETE TO PREVENT �4" 1t68, 1t78 OR SETTLEMENT. N LIEU OF DOWELS W ww ww > x ��������� \ A 2X4NOTCH MAY BE PROVIDED. SEE STANDARD T-DI-3, 4 FOR a FL a a o e 3" DIAMETER !�k ALTERNATE DESIGN. COLLARWEEP LE SEES NOTE e 0 0 e 8. 3" DIAMETER WEEP HOLE WIT}( 12"X12" PLASTIC HARDWARE CLOTH MESH x Z Z Z Z 12" a �� OR GALVANIZED STEEL WIRE 1MNIMUM 23 m 12"-16"-18" OR 24" WIRE DIAMETER aV in i0 P) HARDWARECLOTH ANCHOREDRFRMLYSH TO THE OUTSIDE OF THE STRUCTURE. • -7' a A' 9. CAST IN PLACE CONCRETE IS BE .Q T CLASS (3000 PSI). PRECAST • CONCRETE IS TO BE 4000 PSI. TE SECTION A -A Y/2 1 II F� +}i+ II, 11 �� � 2 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL THE ENGINEER SEE DETAIL B I I I I CONCRETE QUANTITIES FOR MIN. DEPTH "��FFTT R MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15" CONCRETE PIPE - 1,528 CU, YD, CONCRETE 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE Q/�' I I APPROXIMATE CAST 4.1 GRATE 383 WEIGHT IRON ± 18 LBS 11. DUMP NO WASTE DRAINS N WATERWAY LETTERING IS REQUIRED ON ALL DI-1 24" CONCRETE PIPE - 1.817 CU. YD. CONCRETE SECTION C-C SECTION D-D MAY VARY BYLMANNUFAC MANUFOCATION OF ACTURER. ER ADDDITI1NNAL FOOT OF DEPTH. GRATE DETAIL �VD:rr STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12" - 2411 PIPE: MAXIMUM DEPTH (H) 1D' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS DI-2A. 20, 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE 15 EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT �A �51, CSCA-CARS �C O\\\\ �EN` \\\\� FACE OF CURB J FLOW - RAC(( CONTROL J I 3'-0" 2'-0" 8' 2'-2" 8" C 3'-6" W MIN. 10, MAX. A PLAN VIEW 10'MA%. GALVANIZED MC 6 X 12 I I L I I 3" DIAMETER B 8 WEEP HOLE SE 0 E NOTE 8 FRONT ELEVATION DI-2A DI-2B I J = I I I I I I FLAW I I - -1 FOR USE ON GRADES DI-2C I r FL=W FOR USE IN SAGS BOTH SIDES TO BE SYMMETRICAL xVDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 104.03 E GALV. BARS A-1 D 10" C-C BARS B 9 101, C-C BARS C 8" C-C BARS A 1101, C-C SECTION B-B a e - a 7�j BARS O65 E a 6S SECTION C-C ADECREASE TO 1" WHEN INLET IS USED WITH MEDIANS. WARPED GUTTER APPROACH GUTTER GALV. L221 X2%2"X1/4" rw-E 8,a.. L MCOX12 3'-2" D. D a WELDED " J JOINTS TYPICAL 2" • 12" , 9 2" L31-E COLLAR 21-711 � 1 m OF C H GALV. MC6X12 D SECTION D-D CE WELD BEFORE GALV. GALV. WELD ALL 3A _ %i' X 4" STUD SHEAR CONNECTOR TO COLLAR. SECTION E-E I I 1" m 9 f WEEP / gENT (PLATES 1 I GAL%xZ[pj'X1/4" tl m o A-1 d& -p,' BARS r SEE NOTE 8 SLOPE OF 25 w - I BARS A • ._I - - C 0" C-C - 1O a z i BARS SURAPPFACE _ a w w P� BARS B III,/ IF C-C 1„ R // X4" STUD ' /� x BARS C t 5 (E R CONN. BARS F I6 8" C C p WELDED TO ANG RON o 2' C-C I WARPED TYPE B TYPE A SURFACE •' STEPS NOSE DETAILS " SEE NOTE 5 TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE SECTION A -A OF 68.30'AND IS TO BE ANCHORED WITH X4" STUD WELDED PIL �E FOR STEP DETAILS SEE STD.ST-1. SHEAR CONNECTORS TO BENT AT 21C-C. STANDARD CURB DROP INLET SPEFERE TE 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 d GRATE 94 BARS o 4" C-C TOP 04 DIAGONAL BAR IIIIIIIIIIIIIIIIIIIIIIIIIIII oALL CORNERSII Illlllllllllllllllllllllllll TYPICAL H MERU it 4'-10" DIAMETER DI-1, 1A PC 2016 ROAD & BRIDGE STANDARDS ALTERNATE TOP RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE CORK. METAL 12" 2`15" 2'-5" 15" 2'-9 4" 2'-B" 1811 3'-0 i' 21" 3'-3 2411 3'-7" B" DOWELS GROUT I NOTES: 1. SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2• CONCRETE TO BE 40DO PSIMINIMUM. NOTES: 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 1. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR 4• CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. 0-RING GASKETS OR BUTYL RUBBER. 5. SEE STANDARD DI-1, 1A FOR DETAILS OF FRAME AND GRATE. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. �vooT STANDARD PRECAST TOP UNITS SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE 105 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.03 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES DI-2A. 29, 2C REINFORCING STEEL TYPE L CONCRETE OARS A BARS A-1 BARS B BARS 0-1 BARS C BARS E BARS F WEIGHT Cu. Yds. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft. NIE No. No. Lin. Ft. No. Lin. Ft. Los. DI-2A 2'-2" 1.71 4 3'-2" 5 3'-2" 4 3'-6" - - - - - 1'-6" 55 4' 1.95 4 3'-2" 5 5'-0" 4 3'-6" 3 4'-3" to 4'-6.1 5 3 2'-0" 3 V-6" 84 6' 2.23 8_2" 5 7'-0" 4 3'-6" 7 4'-3" to 4'-8" 5 3 4'-0' 3 119 B' 2.51 4 3'-2" 5 9'-0" 4 3'-6" 11 4'-3" to 4'-6" 5 12'-0" 3 6'-0' 3 T-6" 154 DI-2B 10, 2.79 4 3'-2" 5 11'-O" 4 3'-6" 15 4'-3" to 4'-6" 5 3 B'-0' 3 1'-6" 189 12, 3.05 4 3'-2" 5 13'-0" 4 3'-6" 19 4'-3" to 4'-6" 5 3 10.-0.. 3 1'-6" 224 14' 3.34 4 3'-2" 5 15'-0" 4 N-6" 23 4'-3" to 4'-6" 5 3 12'-0 3 1'-6" 259 18' 3.61 4 3'- 5 17'-0" 4 3'-8" 27 4'-3" to 4'-6" 5 3 14'-0" 3 1'-8" 294 18' 3.89 4 3'-2" 5 19'-0" 4 3'-6" 31 4'-3" to 4'-6" 3 18'-O' 3 T-6" 329 20' 1 4.17 4 3'-2" 5 21'-0" 4 3'-6" 35 4'-3" to 4'-0"M2'-O" " 3 18'-0" V-6" 364 6' 2.24 4 3'-2" 5 7'-0" 4 3'-6" 6 4'-3" to 4'-6" 6 Y_1" 6 1'-6" 115 B. 2.55 4 3'-2" 5 9'-011 4 3'-6" 10 4'-3" to 4'-6" 6 3,_1" '_ 1, 150 10' 2.82 4 '- " 5 11'-0" 4 '-6" 14 4'-3" to 4'-6" 6 4'-1" g '- " 185 DI-2C 12' 3.09 4 - " 5 13'-0" 4 3'-611 18 4'-3" to 4'-6" 6 5'-1" _ 220 14' 3.37 4 - 5 15'-0" 4 3'-6" 22 4'-3" to 4'-6" 6 6'-1"16, g '- " 255 3.65 4 '- " 5 17'-0" 4 3'-8" 26 4'-3" to 4'-8" 8 7'-1" 1'-6" 290 18' 3.93 3'-2" 5 19'-0" 4 '- " 30 4'-3" to 4'-8" 6 8'-1" g 1'-6" 325 20' 4.20 4 3'-2' 5 21'-0" 4 3'-6"tH,,����T�34 4'-3" to 4'-8"" 8 9'-1" 6 1'-8" 380 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A 21. MINIMUM HEIGHT = PIPE DIA+2'-6" WHEN PIPES MINIMUM COVER OF 2". ARE LOCATED UNDER EXTENDED SLOT OF INLET. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 22. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING FROM THE INVERT OF THE OUTFALL PIPE TO THE ALL OPENINGS BY 2". IS REQUIRED ON ALL DI-2 GRATES. LOCATION OF TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO BE BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. 1 ' MN RINSED CiTTERING WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (U WILL, IN EVERY CASE, BE 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. IS-1. THE COST OF FURNISHING AND PLACING ALL IC9DUMP NO WASTE DRAINS TO WATERWAYS MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 13. THIS STANDARD IS INTENDED FOR USE IN CURB INCLUDED IN THE BID PRICE FOR THE STRUCTURE. AND GUTTER SITUATIONS ONLY. I DETAIL A IN THE EVENT THE INVERT OF THE OUTFALL PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 4. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, CONCRETE BLOCKS IN ACCORDANCE WITH THE THE INVERT OF THE STRUCTURE SHALL BE SHAPED DETAILS SHOWN ON STANDARD DRAWING DI-MB. 2'-6" SEE WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE I DETAIL A OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED THE EXPANSION JOINTS WILL APPLY ONLY TO CURB AND GUTTER. F a F IN THE BID PRICE FOR THE STRUCTURE. 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT OR GREATER. FOR DETAILS SEE STANDARD ST-1. DISPLACED BY PIPES MUST BE DEDUCTED TO - 5. OBTAIN TRU QUANTITIES, FOR INLETS OF THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 CUBIC YARDS OF CONCRETE FOR EACH FOOT. 1 6. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 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 150 ± 7 LBS CAST IRON iv e. 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, MINIMUM WIRE 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT DIAMETER 0.03", NUMBER 4 MESH HARDWARE WATER TOWARD THE INLET THROAT. SECTION F-F CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. SPECIFICATION ��T REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 1211 - 2411 PIPE: MAXIMUM DEPTH (H)-9' REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.04 2016 ROAD & BRIDGE STANDARDS G NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C7 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED 2016 ROAD & BRIDGE STANDARDS SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. " 4 SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE mu Y. 4-1 THr r a e 4 DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH E AR DROP MEET IS TO BE SHAPED INDIVIDUALLY TO BEST FITIT THETHE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �vooT STANDARD METHOD OF SHAPING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION MC 6) GALV. *4 8" 04 10" 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS LOCATION OF HOLE TO VARY WITH TYPE OF INLET CONSTRUCTED. HOLE MAY BE SHIFTED RIGHT, LEFT OR CENTERED. B \1 ST'D. DI-2 COLLAR d CRATE \i 2 2 J L 2%i' X 21/2" X 1/4" GALV. RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE "H" DIMENSION (CONCRETE PIPE) 12" 4'-811 15" 4'-111/4' 18" 5'-21/i' 21" 5'-S�i' 27" W-01 ' 30.. 6'-61 ' 33" 6'-9 ' 36" 7'-1" 4z" 7'-7111 48" 8'-2" T-DI-2 DOWEL THROAT SECTION TO CHAMBER IF CAST SEPERATELY SLOT LENGTH "L„ OR PROVIDE ALTERNATE VDOT VARIES LENG20'-0TH MAX. APPROVED METHOD OF INTERLOCK. B NOTES A 1. SEE GENERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. PLAN 2. CONCRETE TO BE 4000 PSIMINNIUM. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM-615. 4. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 5. FOR DETAILS OF FRAME AND GRATE SEE STANDARD DI-2A, B, C. * 6. VERTICAL REINFORCING BARS TO BE CONTINUOUS THROUGH JOINT. 7. STANDARD ST-1 STEPS NOT REQUIRED IN THIS TOP UNIT. L 2%z" x 2%2' x I/i" GALV. F.2„ L 21/2" x 21/2" x I/4' GALV. 2'-0" 1'-3" _1 I I STANDARD RISER I I UNIT ^� � � ... INDICATES AREA w OF CONCRETE TO E POURED IN PLACE V HOLES PROVIDED FOR *4 X B" DOWELS SECTION A -A SECTION B-B (CG-6 CURB AND GUTTER) ECIFICATION EFERENCE STANDARD PRECAST TOP UNITS W5 233 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS ;UTTER AREA METE TO r iv :D IN PLACE e OVIDED 8" DOWELS." a-,-[-8---1-B" ALTERNATE SECTION B-B (FOR USE WITH CG-7 CURB AND GUTTER) vBRIDGE ROAD AND -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 O N - - O N O O O O O N C 0 N N E J � Q Cc LU o N co > c DO Of Z) 3 co LU p N Ld J J J Lu a 2- co O O m a a n 3 J 3: UJ p p Q p W Q Q z U) Z m Q W OL OL 0 OL LL j uJ H H Z H ~ M (n U) ga (n w Q Z Z Z 2__ Z - L LL > LL Z O O V M N o z r 0 CF) N N W (D > Z Q W = J UJ J U) [) _ W Q J Z = WU Z W J O Q > W Z V 2020 CESO, INC e�LTxoF�r ^moo err ZACIIARI DAUD FRFSHUR 11 /04/2020 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 r1E'1X91LeiC�.Q.� END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 2'-0" 4'-0" 2'-0" 15" 6" 2'-3" T-9" 4'-0" 2'45" 18" 9" 2'_3" 1'-9" 4'-0" 3'_0" 21" 91 . 2'-11" 2'_p' 5'-0" 3'_6" 24" 9 3'-7" 2'-6" 6'-1" 4'-0" 27" 10 4'-0" 2'-1" 6'-1" 4'_S" 30" 1'-0.. 4'-6" T-7 8'-i ' 33" T-11 ' 4'-101 ' 2'-31 7'-1 361. 1. 2-2 5'-3" 2'-1 42" T_9" 5'-3" 2'-11" 8'-2' 48" 1 2'-0" 1 6'-0" 1 2'_2" 8'-2" 7'-0" 54" 1 2'-3" 1 5'-5" 1 2'-91 " 8'-21 " 7'_6" 601, 2'-11" 5'-0" 1 3'-3" 81_3" 8'-0" ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END-SECTN)N X _ X ETE TO BE _ - _ - .w 4000RPSI MINIMUM L PLAN SECTION X-X END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-D" 4'-1" 6'-1" 2'-0" 15" 6" 2'-3" 3'-10" 6'-1" 2'_6" 18" 9" 2'-3" N-10" 6'-1" 3,_0" 21" 9" 2'-11" 3'_2" 6'-1" 3'-6" 24" 10" N-7" 2'_8" 6'-3" 4'-0" 27" 1 " 4'-O" 2'-1 " 6'-11 " 4'-6" 30" 1'-0" 4'-6" 1'-7 " 6'-1 " 5'-0" 33" 1'-1 4'-101 3-31 " 8'-1 5'-6" 36" T-3" 5'-3" 2'-1 •• 8'-1 " 8'-O" 42" V-9" 5'-3" 2'-11" 48" 2'-0" 6'-0" 277 54".1 2'-3" 5'-5" 2'11" BO" 2'-6" 5'-0" 3'_3" 8'-3" W-W. PAY LINE c B NOTES: PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END-SECTIONDESIGN SHOWN ON THE LEFT. F THE CONTRACTOR ELECTS AL TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT LENGTHS WILL BE REDUCED BY I(EN THE DFFECE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION XVDaT REFERENCE FLARED END SECTION ROAD AND BRIDGE STANDARDS 302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 2016 ROAD & BRIDGE STANDARDS DETAIL 1 SECTION A -A SECTION B-B 2016 ROAD & BRIDGE STANDARDS DETAIL 2 TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" (INCHES) CLASS Al CLASS Al DRY RIPRM 8 fps 18 CLASS I CLASS I DRY RIPRM 14 fps 24 CLASS I CLASS I DRY RIPRM 19 fps 36 SECTION A -A EC-1 NOTES( 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS A,I, AND I MATERIALS N ACCORDANCE WITH THE SPECIFICATIONS. 4. S " DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H " DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. X USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MNUMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H CULVERT OUTLET PROTECTION - 204 ROAD AND BRIDGE STANDARDS 245 REVISION DATE SHEET 1 OF 1 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 414 113.01 2016 ROAD & BRIDGE STANDARDS CESO rrr.ssssl�e.es■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 O O N O C) O O O O O O c N E )J Q c W o N DO DO (n > N Of rn W 0 W N � J J J W OL D. U) a a m ' J W p Z Q 0 W m Q Q z U) DOQ W J J D J a OLOLO O j w w Z H ~ U-1 a z z OL z Z F LL LL LL Z O co 0 'I M N Z r TOT VJ N N W (D > Z aW r J L) J U) W L �s !i�ry Za _ WU Z W J 0 ary > W r) Z a CD 2020 CESO, INC 1 F,9LTHo4,n err ZACIIARI DAUD '7 HESHUR „'u�AL �'�1*' 11 /04/2020 Project No. 757280-01 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title DRAINAGE DETAILS Drawing No. C5.4 i _Z\ Off' C5 O v'7 Q 'Q�oR CENTRAL T6Z7 E CO ESMT OB3919 W PGS 999 �y ~e •,F' 59' =IN3.0 INV S=453.03 h R Y/FOUND1/2"REPAPZINCOZNC TOC=456.95 INV=441.75' TOC-456.64' INV=446.69' FOUND 1/2"REBAR GY/ L/NC0LNC.4P TOC=456.76' I INV=449.91' VIRGIN14,SZEC B PDYERESMT OB 35 92/ PGS 52 7500 / k`' //P.0. B. , P.O.C. pRiyF LEASE TBM//1 FOUND 1/2"RE9 P"A5WOR/T DB 433ESMT� / 2 PGS2B4 0 \9 2"' \\ \ NO \ �C/TYOF HARLOTTESV/ 2" HOLL Asp / yA<T 4R 6V/ ye= P . 0. B. S V4.440 , LEASE N/F W PLANTERS BANK & TRUST COMPANY OF VIRGINIA / BK 4659. PG 32 FOUND1/2'REBAR&1 a / S PARCEL#04500-00-00-111AO Asp ZINCOZN0410 N / FOUND 1/2"REBAR 30 W/L/NCOLN F 7S (� CONTROL CAP •39 �) / / S 6 �S4.p RE 49, Vh'ap/ �o�P o `0 4 49. �� -5A� z 11 \ j/A=2,080SF;H=ff-1l"' VIOCDER DRIVEE = 457.04' / '%* SAN INV. / / = 451.54 / / D 13.V-6" SM S3 \MULTI- t I IVER BIRCH 2,5 HOL Y Z000 \ PGSS "HOLLY A `aAULTI-TRUNK \ VER BIRCH 0 0� \ MULTI -TRUNK \ RIVER BIRCH H LY 2.. HOLLY VAR IA\ WIDTH \ RAINAGE E EMENT D 1340. PG 43 S 6S So 0 F of H ss, f 4R/^,c So 36.. es 02'(R / °6 PARCEL B 9 FIRST GB865 6BK4659. OL LEAF LAND TRUST PTAP INVESTMENTS L 32 ET AS 06, \ PARCEL#04500-00-00-1 1 1CO PARCEL#04500-00-00-11000 \ 3000/ / / 49546.9 SQ. FT. "Yow f 1.14 AC. LINE BEARING DISTANCE L1 R N 30'32'19" E 18.56' L2 M N 30'35'40" E 18.55' L3 R N 24'44'19" E 15.37' L4 M N 24.42'36" E 15.41' AL9EM4RLEDEY70ES1WT OB 4659 PGS32 �R h74&4e \ os 'V AOF O CODED NOTES: 1. ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION AND TRANSFORMER LOCATION. T 1 MECHANICAL EQUIPMENT CANNOT BE VISIBLE FROM HIGHWAY CORRIDOR. 2. 2 - 2" CONDUITS, ONE FOR TELEPHONE SERVICE AND ONE FOR INTERNET SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION. 3. 1.5" WATER SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY AND PROVIDER REQUIREMENTS. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION. PRESSURE REDUCING VALVE AND BACKFLOW PREVENTOR SHALL BE PROVIDED INSIDE BUILDING. REFER TO PLUMBING PLAN. 4. EXISTING WATER METER SETTER. 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" TAPPER ALBERMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO CONTACT ACSA TO COMPLETE THE TAP. 20 0 20 40 8. GAS SERVICE. CONTRACTOR TO COORDINATE WITH GAS COMPANY FOR CONNECTION. GRAPHIC SCALE (IN FEET) 9. 6" SANITARY SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL SERVICE PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND SPECIFICATIONS. CONTRACTOR TO VERIFY CONNECTION INVERTS BEFORE STARTING INSTALLATION TO ENSURE MINIMUM 2.08%SLOPE IS POSSIBLE. 10. PROPOSED FIRE HYDRANT, 6" WATER PIPE, AND 6" GATE VALVE PER ALBERMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS. 11. PROPOSED WATER EASEMENT DEDICATED TO ALBEMARLE COUNTY SERVICE AUTHORITY 465 460 455 450 445 1 � 3 ti A� 3 04R/ABLEH//DTNACCL EASEMENT 1993577PG 651 N/F FIRST GOLD LEAF LAND TRUST WENDELL W WOOD, TRUSTEE BK 4659. PG 32 PARCEL#04500-00-00-11100 N ALBEMARLESERV/CEAUTNOR/TYESMT OB 4332 � PGS264 TOC=45 .93' INV=43 .73' 20..00 \ `�R01W,4ECo1 OMAPPRONEO S/TEPLAN/ \ / 3011 STA.0+17.03 6" c0 S3 . TA. 0+02.00 RIM = 456.42 6" INV. = 451.17 (N) STA. O+g5.42 6" INV. = 451.17 (SW) S1 6" CO STA. 0+34.88 RIM = 456.32 6" CO S2 6" INV. = 449.54 (SE) RIM = 456.06 6" INV. W) = 449.50 (S 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% 60.5-6" SAN @ 2.08% EXIST/NGSEKE FL47ERW CONTRACTORTO wa a v v wCL °p v u�CL v v 1. Of IxCL M N Mco v v v Ixa v v -0+25 1 11 SANITARY SERVICE PROFILE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. 1 +00 UTILITY CROSSING SCHEDULE NO. UTILITY ELEVATIONS DIFF, A 15" STM B/PIPE = 451.03 11.91 EX. 12" SAN T/PIPE = 439.12 B 6" DS B/PIPE = 452.31 QQ0 6" SAN T/PIPE = 451.41 C 15" STM B/PIPE = 451.37 1.50 1.5" WTR T/PIPE = 449.87 D GAS B/PIPE = 453.20 1.50 F SAN T/PIPE = 451.70 E EX. GAS UNKNOWN 15" STM T/PIPE = 452.11 F CONTRACTOR TO MAINTAIN 18" VERTICAL CLEARANCE BETWEEN TELE & ELEC LINES AND EXISTING SANITARY LATERAL LEGEND EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS PROPOSED BUILDING STM STORM SEWER SAN SANITARY SEWER w DOMESTIC WATER SERVICE G GAS SERVICE UGE UNDERGROUND ELEC. LINE UGT UNDERGROUND TEL. LINE UD 4" PERFORATED WALL UNDER DRAIN o CLEAN OUT ❑M METER Q WATER METER El ELECTRIC TRANSFORMER S1 SANITARY SEWER STRUCTURE OPEN CUT WITH FULL DEPTH PAVEMENT REPLACEMENT GENERAL UTILITY NOTES: 1. COORDINATE ALL SITE UTILITY WORK WITH THE MECHANICAL AND ELECTRICAL DRAWINGS. 2. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS, AS -BUILT PLANS, AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY CONTRACTOR'S WORK FORCE. 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL FEES ASSOCIATED WITH PERMITS REQUIRED TO PERFORM THE WORK PROPOSED ON THESE PLAN (I.E. TAPPING, INSPECTION, ETC.). 4. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 6. SANITARY AND WATER LINE SHALL BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.) 7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 8. RIMS OF EXISTING STRUCTURES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS. 9. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED INFIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 11. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION. 12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. 15. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS, AS WELL AS COORDINATING WITH THE AUTHORITY HAVING JURISDICTION UTILITY REQUIREMENTS AS TO ASSURE PROPER LOCATION AND SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. 16. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES. WATER NOTES: 1. WATER SERVICE MATERIAL LARGER THAN 2" SHALL BE DUCTILE IRON IN CONFORMANCE WITH ANSI A21.51 (AWWA C151) DUCTILE IRON PIPE, CENTRIFUGALLY CAST IN METAL MOLDS OR SAND LINED MOLDS, FOR WATER OR OTHER LIQUIDS AND ANSI A21.50 (AWWA C150) THICKNESS DESIGN OF IRON PIPE. ALL SERVICE LINES 2" OR LESS SHALL BE COPPER TYPE K. SIZE TO BE AS NOTED IN PLAN VIEW. SERVICE CONNECTION TO HAVE MINIMUM COVER OF 60" COVER. 2. ALL FITTINGS SHALL BE DUCTILE IRON IN CONFORMANCE WITH AWWA Cl 10 OR AWWA C153. ALL FITTINGS SHALL BE RATED FOR 350 PSI WORKING PRESSURE, HAVE MECHANICAL JOINTS AND BE COATED AND CEMENT MORTAR LINED IN ACCORDANCE WITH AWWA C104. ALL BOLTS AND NUTS SHALL BE COR-TEN. 3. WATER LINE SHALL HAVE A MINIMUM BURY DEPTH OF 35. 4. A SEPARATE GATE VALVE, THE SAME SIZE AS THE METER CONNECTIONS, SHALL BE PLACED ON THE SERVICE PIPE ON BOTH SIDES OF THE METER. SUCH VALVES SHALL BE EQUAL IN QUALITY TO THE SERVICE COCK. SANITARY SEWER NOTES: 1. ALL SANITARY SEWERS SHALL BE PVC, SDR 35 MATERIAL, CONFORMING TO ASTM SPECIFICATION D3034 WITH 3/41N STONE BEDDING. 2. PVC PIPE SHALL HAVE AN INTEGRAL BELL AND JOINTS SHALL BE PREMIUM GASKETED JOINTS MEETING THE REQUIREMENTS OF ASTM D3212 TO PROVIDE A WATERTIGHT SEAL AND SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. STORM SEWER NOTES: 1. SEE PROPOSED DRAINAGE PLAN FOR STORM SEWER NOTES. 465 ALBEMARLE COUNTY UTILITY NOTES: 1. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 460 460 460 STA. 0+0.00 - PROPOSED FIRE HYDRANT 455 455 450 450 445 445 wa 1+25 EMS STA. 0+22.48 PROPOSED 6" TAP AND GATE VALVE. SEE CODED NOTE 7. 455 445 w -0+15 0+00 0+35 WATERLINE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. $1 mom Mvam f- ° C A R E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO rrr.ssssl�e.es■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-8584 FAX: (888) 2084826 N N N N N N O N co N ° o o o o O N C 0 N N m J � Q N 2 O W y � 3 U) w ❑ w N W J a a 55 ua 0 3 3 w p ❑ � ❑ W c) a a z Lu U) z 00 ¢ w a- 0- u) (L W > r F- z r ~ it m m d m w Q¢ O Q Q z z z z 1= m LL m ? 0 0D LO V M N O z O N LLJ Q z- aw = J UJ J co O W Z U Z Q - 2 LLI UU OQ >w 0 2020 CESO, INC ZACHARY DAVID FRESHUR ✓ 11 /04/2020 Project No. 757280-01 scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title UTILITY PLAN Drawing No, C6.0 $1 mom Mvam f- ° C A R E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO rrr.ssssl�e.es■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-8584 FAX: (888) 2084826 N N N N N N O N co N ° o o o o O N C 0 N N m J � Q N 2 O W y � 3 U) w ❑ w N W J a a 55 ua 0 3 3 w p ❑ � ❑ W c) a a z Lu U) z 00 ¢ w a- 0- u) (L W > r F- z r ~ it m m d m w Q¢ O Q Q z z z z 1= m LL m ? 0 0D LO V M N O z O N LLJ Q z- aw = J UJ J co O W Z U Z Q - 2 LLI UU OQ >w 0 2020 CESO, INC ZACHARY DAVID FRESHUR ✓ 11 /04/2020 Project No. 757280-01 scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title UTILITY PLAN Drawing No, C6.0 N C 0 N N m J � Q N 2 O W y � 3 U) w ❑ w N W J a a 55 ua 0 3 3 w p ❑ � ❑ W c) a a z Lu U) z 00 ¢ w a- 0- u) (L W > r F- z r ~ it m m d m w Q¢ O Q Q z z z z 1= m LL m ? 0 0D LO V M N O z O N LLJ Q z- aw = J UJ J co O W Z U Z Q - 2 LLI UU OQ >w 0 2020 CESO, INC ZACHARY DAVID FRESHUR ✓ 11 /04/2020 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 x 3/4' MALE PIPE OR APPROVED EQUAL NOTE; NO SWEATED FITTINGS DUAL SERVICE 1' TYPE 'M SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 3D' MIN. 1/8 BEND COUPLING—\ AAI s_ Col 0 FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. z' 2 V COMPRESSION x 3/4' MALE PRE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. -� -•CORPORATION STOP ;wii+e1 ��4''.�a `NAS NRY SAPID OR DUST UNDER . h a ks, wa. . •°HF+r 4' DIAMEHER DRAIN PIPS 12' 13Ox AND SETTER (2�INCi i, p=:' .. a. ;'r! '�''.' LONG SPEC. TON POCKET /i00SOT MINIMUM MILT (2-•"L�j?yv1.+ieE°"t.4':��t:�.na5 .ti .�'°-i. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 117 METERS) NTS FIG. W-BA I'D-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 NOTE: 1. FIRE LINE PIPING AND SERVICE PIPING > 3" I.D. TO BE CLASS 53 DUCTILE IRON WITH RESTRAINED JOINTS 40 FT. EACH SIDE OF ALL FITTINGS, ELBOWS AND APPURTENANCES. DOMESTIC PIPING < 3" I.D. TO BE TYPE K COPPER PER ASTM B 88. 2. NOTE: PIPING TO BE HYDROSTATIC TESTED 2 HOURS @ 100 PSI. OVER NORMAL OPERATING PRESSURE AFTER INSTALLATION TYPICAL WATER MAIN & SERVICE TRENCH DETAIL NTS COVER LIFT NOTCH 12 3/8" 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. G" 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 IN EARTH 4" TOPSOIL APPROVED COMPACTED BACKFILL (95 DENSITY) % MAX DRY COMPACTION PER ASTM D1557 IN 8" LIFTS F oD IY �� O �ofo 0 LL / N N U UTILITY PIPE. SIZE AND MATERIAL PER UTILITY PROVIDER — REQUIREMENTS BOTTOM OF CONDUIT TRENCH 7" SAND BED FROM MAIN TO METER PIT (GAS LINE ONLY) T-0" MIN IN ROCK IN PAVEMENT SEE DETAIL FOR PAVEMENT SECTION TRENCH WIDTH: V-6" (GAS) P-0" ELECT., TELE. AND CAN. 3'-0" WHEN ELEC., CAN, & TEL. ARE GROUPED IN TRENCH METAL STRIPS BURIED 12" ABOVE P.E. PIPE EVERY 5' & AT BENDS (GAS LINES ONLY) MARKING TAPE BURIED OVER ELECTRIC AND TELEPHONE CONDUITS 12" SAND COVER OVER PIPE SPECIAL FOUNDATION, IF ORDERED BY ENGINEER TO BE INSTALLED IN UNSUITABLE SOIL AREAS. ELECTRICAL, TELEPHONE AND GAS TRENCH NTS ►a WATER PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE '---\ ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE a 2'x 2' BEARING AREA. THRUST BLOCK 4 a• e d e V 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 • / 1 VILLE THREADS WHICH IS THE LOCAL STANDARD. I\ m mml LENGTH OF BRANCH VARIES �i I I I m 6' MIN TO 1V ... „ �It! D%VEBOX j� \\\ �� .' .- ,• 8"!GATEVA �• 8" X 6" TEE 250E P.S.I. CONCRETE BASE AND THRUST `•; •�_ :"i 'P. �' �`i; �• BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED 0� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN Am- 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 E a J � 1- 2 � o w N g W Of � 3Of U) w ❑ > w N Of J 0- CL U) 0] 0- d � 3 w ❑ ❑ ❑ W m a a z z U) m a w a R❑n a LU > r r z r F- W u) U) EL u) w Q Z z z o z r� z z z Z LL Z z O V1 V ) N o Z 7- O C) N N LLl > z aw = J UJ J C0 O LLI �1 Z ELECTRICAL CONTRACTOR Q JJ LIMITED ACCESS MANHOLE - TO CONNECT OR CADWELD 4" X 6" GASKETED HAND HOLE . ,~)^ TWO STAINLESS STEEL FLUSH -MOUNT CAST IRON COVER. yMOUNT 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 1"0 ANCHOR BOLTS > FINISH GRADE N Q 10 PIPE W/ - - (TREINFORCING TIES 12" ON CENTER > Q 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� N z m (LIGHTNING PROTECTION) ZQ CONDITION wa UNPAVED AREA SECTION RISER SHALL BE 6" DIA. _z o PVC - SCHEDULE 40 CONDUIT Ur THAN 6"THE MAIN RUN LESS rn (PROVIDE SCHEDULE80UNDER THAN DIA. THE RISERRSHALL `? 0 $" (",OVER HEAVY TRAFFIC AREAS) MATCH THE MAIN PIPE SIZE) ao © 2020 CESO, INC GALVANIZED STEEL TO PVC as°BEND �� CONDUIT CONNECTOR LTHO INVERT - SEE PIPING GALVANIZED CONDUIT 90" ANGLE PLAN MAIN RUN - SIZE PER PLOT OR n,/� ' PIPING PLAN -�O 6" LONG PIPE PIPING DAVID 4-#8STEEL VERTICAL REINFORCING BARS FRESH R PLUG 7- DIA. 'c. 0 20 CONCRETE BASE WYE WYE SIO AL TYPICAL LIGHTING POLE BASE 11/04/2020 NTS Project No. 757280-01 PIPE CLEANOUT Sca1e NTS AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title UTILITY PLAN DETAILS Drawing No, C6.1 6" CONCRETE PAVEMENT, 4,000 PSI 4" COMPACTED AGGREGATE BASE (REFER TO GEOTECH REPORT) COMPACTED SUBGRADE (REFER TO GEOTECH REPORT) EXISTING SUBGRADE CONCRETE PAVEMENT SECTION 1.5" ASPHALT SURFACE COURSE, SECTION 315, TYPE SM-9.5 (REFER TO GEOTECH REPORT) 2.5" ASPHALT BINDER COURSE, SECTION 315, TYPE IM-19.0 (REFER TO GEOTECH REPORT) 8" COMPACTED AGGREGATE BASE, SECTION 309, TYPE 1, SIZE 21A `(REFER TO GEOTECH REPORT) COMPACTED SUBGRADE `(REFER TO GEOTECH REPORT) / EXISTING SUBGRADE ASPHALT PAVEMENT SECTION NITS 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 IV4' R=1/8" TROWELLED OR SAWN JOINT 4' 4' CURB OR GUTTER LINE 1/2° EXPANSION JOINT WITH / SEALANT 4" MINIMUM COMPACTED GRAVEL BASE, SECTION A -A " ALANT 4" CONCRETE (4,000 PSI) 6" X 6" W1.2xW1.2 WWF COMPACTED SUBGRADE TO 95% MAXIMUM DRY DENSITY PER ASTM D1557 WOOD NOTE: FIBER MOUNT 1. ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE EXPANSION JOINT CONCRETE SIDEWALK DETAIL NTS m� n nuenrn nwr nnnvo U-SHAPED BIKE RACK DETAIL NTS 30" LONG #6 REINFORCING BAR ANCHOR PIN 6'-0" T-0" 18" DIAMETER CONCRETE FOOTING 1'-0" UNO M. 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 6-6'9" LEGEND: TWO T-8" LONG 14" IS THE NORMAL SETBACK DISTANCE FROM A PAVEMENT #4 REINFORCING BARS EDGE. 1W © IN A REMOVED AND RESET OPERATION, THE BLOCK WOULD GO ON NEW OR RESURFACED PAVEMENT. HOWEVER, IT MAY BE 5' NECESSARY PLAN ON SOME PROJECTS TO PLACE NEW BLOCKS ON EXISTING PAVEMENT. 7/8' DIA. HOLES FOR #6 REINFORCING BAR (ANCHOR PIN) TWO T-8" LONG #4 REINFORCING BARS RESURFACING 0 #4 REINFORCING BARS (TYP.) -EXISTING PAVEMENT ELEVATION SECTION NOTES: 1. ALL MATERIALS USED TO MANUFACTURE THE CONCRETE PARKING BLOCK SHALL BE IN ACCORDANCE WITH CMS 604. 2. THE MATERIAL REQUIREMENTS FOR THE ANCHOR PIN SHALL BE IN ACCORDANCE WITH CMS 509.02. 3. ALL #4 REINFORCING BARS SHALL BE EPDXY COATED AS PER CMS 509. 4. REINFORCING STEEL SHALL BE PLACED 2" CLEAR (MINIMUM) FROM THE SURFACE OF THE CONCRETE. 5. PAVEMENT WILL BE MADE AS ITEM SPECIAL, CONCRETE PARKING BLOCK, EACH AND INCLUDES REINFORCING STEEL AND ANCHOR PINS. BUMPER BLOCK DETAIL PAVEMENT SEALER BITUMINOUS CONCRETE WEARING COURSE BITUMINOUS CONCRETE BINDER COURSE 6" TROWELED JOINT CONCRETE SIDEWALK 1/8" PER FOOT 6 x 6 x W1.2 x W1.2 WWM SUBBASE SUBBASE COMPACTED SUBGRADE #3 REBARS J CONCRETE CURB NOTE: 1. ALL CONCRETE CURBS TO BE PC 4000 P.S.I. CONCRETE AT 28 DAYS 2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING INTEGRAL CURB & SIDEWALK DETAIL 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 0 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 \ SYVBOL NOTE 2) \ C 2'-4" CENTER � POINT OF � I RADII - � I - I I BLUE MARKING (OPTIONAL - SEE NOTE 2) WHITE - STROKE WIDTH " 4" 2''r _ I _if �.1. -- 4" 4„ 1 3'-0" 4. 4" 2„/z" 1%z" 2„ INTERNATIONAL SYMBOL OF ACCESSIBILITY - SPECIAL SIZED NOTES: 1. 1 GRID UNIT - 2 INCHES 2. BLUE MARKING AND WHITE BORDER SHALL BE OMITTED EXCEPT WHERE SPECIFIED IN CONTRACT DOCUMENTS. 1V00T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS REFERENCE SHEET 10 OF 75 REVISION DATE SYMBOL DETAILS 704 134019 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS CESO I rrr.s���i�e.s�■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 4354584 FAX: (888) 2084826 N N N N N N O N � CO O N ❑ o o o o c 0 N N E J � 1- C UJ U) L U) W m 3 Of U) w z Of J D_ 0_ 55 a a w u) ❑ ❑ ❑ W m a a z uu)) z 00 ¢ w a a W > F F Z F F Fn � u) U) d u) w Q Q O Q Q z Z Z Z F m D- m ? O 0 LO V P9 N O Z 0 rn N W N Z� aW r J UJ\/ J co OW Z <O Z Q W U Z_ W\ I / O a� > W rQ V 2020 CESO, INC ZACHARY DAVID FRESHUR ✓ 11 /04/2020 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 ''/9" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 234" MIN - 2B3'4" MAX AS MEASURED PER STANDARD GRINS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 3'-1'/i' 3'-1%2" N-11/2" 3'-1'/i' x%A"ia' iA"/W7,V' I�Jw A'la Nl. II II II III II IJ IJ J IJ IJ GR-2A (3'-1'/2" POST SPACING) MAX DYNAMIC DEFLECTION • 2' E T x OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL RAIL ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE 6'-3". FLARE RATES DESIGN SPEED SHY INSM16:181 YOND Y LINE MPH SHY LINE LS LARE RATE 70 9' 1 * 60 e' 1 ! 50 6.5' • 40 5' 1 • SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. ROAD AN`BRDOSTANDARDS 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 DLIMOND PRO® Y BLOCK — 7" Y TyI 0 ii 1 H 2016 ROAD & BRIDGE STANDARDS LOW-PERMEABr= SOB. FILTER FABRIC STRUCTURAL NOTES: BACKFBLL 1. STRUCTURAL BACKFHLL IS TO BE PLACED IN 8- TO 24-INCH (TYPICAL) LIFTS 2. STRUCTURAL BACKFBLL MUST BE MANIPULATED INTO ALL VOIDS BETWEEN BLOCKS TO ENSURE ADEQUATE BOND T BETWEEN BLOCK AND CONCRETE MASS. 2,_D" (TYPICAL) FINISHED GRADE —I 4" DIA. DRAINPIPE 6" 6" Ilt T_0„ .3 TO.4 OF H (TYPICAL) kJ A N C H O R " These graphic representations are intended for ; AWE Diamond Pros Retaining Wall System preliminary design purposes only and are not to g y BUILD SOMETHING BEAUTIFUL be used forconstmcfionwithouttheaignature D t Typical Cross Section Anchor Wall Engineering LLC of a registered professional engineer. 4/15/2010 5959 Baker Road, Suite 390 C 2010 Anchor wen Eri&ocriog LLC Typical Details For Minnetonka, MN 55345 0 and -Anchor wall Systems, Inc. 3/8"—V-0" the AnchorplexUd Retaining Wall System DPSA0509C 2016 ROAD & BRIDGE STANDARDS GR-2, 2A WASHER %"08" BOLT ^ d NUT = _ _ _ _ _ _ - �'q" HOLE v 1 a HOLE — < 6"x 8"z1'-2" TREATED PINE BLOCK OR 6"x6"z1'-2" HOLE 8 Y41, 0 RECYCLED MATERIAL. TREATED PINE ro BLOCK OR RECYCLED �4 GALV. STEEL 10D p MATERIAL COMMON NAIL w SEE NOTE 5. N 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL REATEDD 1 TEA TREATED i CONTAINING STEEL BLOCKOUTS. PINE BLOCK ls� '' BLOCKOUT FOR MAINTENANCE TREATED 11 REPAIR ONLY SOUTHERN PINE 1 �9 -a 7)'i' LESS THAN V-0" %" HOLE 6x8 WOOD POST 4"x 8"x1'-2" TREATED PINE BLOCK. STRONG POST THE CRT POST IS FOR USE WITH THE STANDARD GR-10 TYPE IIIOR WHERE 4" WIDE BLOCKOUT 8'-0" POST GUARDRAIL REQUIRED SrFt-pF,R BY THE ENGINEER IN THE PLANSFIED ly �4.7 DETAIL A Y4" DIA POST MAY BE HOT ROLLED OR WELDED. HOLE a.. H GUARDRAIL INSTALLATION — Hi• HOLES I"j SITES REQUIRING LONGER � II GUARDRAIL POSTS T a 3„ V ) V V II - V I < 4„ J NOTES II 6"x8"x1'-2" a %"x10" BOLT TREATED PINE w &NUT 1. ALL BOLTS, NUTS, WASHERS, AND OTHER c a BLOCK OR o II STEEL ITEMS ARE TO BE GALVANIZED. — I I RECYCLED w II MATERIAL w 0 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH s IL' I IT II W6x8.5 OR Z THE RESTRICTION THAT THE SAME TYPE OF W6x9 z POST AND BLOCKOUT MUST BE USED IN ANY II SINGLE RUN OF GUARDRAIL. 0 OPTIONAL HOLE ;c II TO FACILITATE 3. FOR DETAILS GUARDRAIL ELEMENT SPLICE JOINT, HARDWARE. ETC. SEE SHEET N05.501.01 3'/2' DIA HOLES ,1 GALVANIZING )I AND 501.02. 4. DRIVE NAIL ON BOTH SLOES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER" x 18 BOLT IS INSTALLED. II�'JTI HOLES POSTS g•• I s„ AND BRACKETS TO BE Y4' DIA CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD PAID BRIDGE STANDARDS 221 236 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 501.05 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 2016 ROAD & BRIDGE STANDARDS REMOVE PORTION OF ADJACENT UNITS TO ALLOW DRAIN TILE THRU FACE DAYLIGHT DRAIN THRU WALL FACE SPACING VARIES 50' MAXIMUM 4" TEE 4" 0 PERFORATED DRAIN TILE (EL VARIES, SLOPE 1% MIN.) I2" CUT DAYLIGHT DRAIN THRU WALL FACE & EXTEND THRU SLOPE I r • • 69 K• �l:i.'i ANCHOR This drawing is fordlustralI Diamond Pro Stone Cut® Retaining Wall System omeie: 3!B"=1'-0• "awm ay: SB Pulposmonyandshoudinolbs ,&I BUILD SOMETHING BEAUTIFUL used for construction without the Dare: orawlmgnumber. 02015 Anchor Wall Engineering, LLC ® and's Anchor Wall Systams, Inc. signaWre of a registered Professional anginser. Drain Pipe Through Toe Slope 1/19/2016 DPCR20 CESO WWN.sgooine.so■ 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 0 0 N 0 0 0 O O O O O J Q ~ W Go Go to p CO w Z UJ J HJ J W D_ OL rn 00 IL a CDO J UJI p p Q p LL M Q Q z U) Z DIDQ W J J D J M D_ D_ to a j W Lu Z H I_ LU of) rn OL of) M w a Z Z o N c 0 E U) N C 0 N IY O I 'n I"t I M I n' I— I Z r O N N /W V > Z W = J UJ J U) OW I— LZ NH r LL a Z W U Z W J > > 0 ary > W Ir) Z a 2020 CESO, INC ZACHARY DAV ID FRESHU,R - ",u!�AL ��� 11 /04/2020 Project No. 757280-01 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title CONSTRUCTION DETAILS Drawing No. C7.1 a PRECAST CONC. TOP CAP SEALANT AND BACKER RC 3 112" THICK EIFS TO MATCH BLDG. (ABOVE WAINSCOT) 1/2" EXTERIOR GRADE SHEATHINC— FLASHINGAND DRAINAGE PER EIFS MANUFACTURERS REQUIREMENTS — CONT. STONE WAINSCOT SILL TO MATCH BUILDING — BRICK WAINSCOT TO MATCH BLDG. OYP.)- #6 DOWELS @ EA CONT. B" BOND COURSE W/ (1) #5 BAR - GROUT SOLID 8" CMU WALL W/ HORIZ. JOINT REINF. AT 16" O.C. VERT. AND #6 BARS AT ENDS, CORNERS & 2'-0" O.C. BTWN. GROUT BLOCK SOLID AT REINF. SEE PLAN FOR LOCATIONS. 6" 0 PIPE BOLLARD - SEE DTL 6/A-10. VZZA 6" CONIC. SLAB W/ 6x6 W2.9xW2.9 WWF ON COMPACTED 6" CRUSHED STONE 1/2" EXPANSION JOINT W/ URETHANE SEALANT • e I . - i a[��tm��-Ltc-A-. VERT. REINFORCED CELL Jm O 0 10, ml0 w z J SECTION © TRASH ENCLOSURE SCALE: 3/4" = 1' — 0" 12" CMU - GROUT ALL CELLS SOLID BELOW GRADE CONIC. FOOTING W/ 4-#5'S CONT. T&B #4'S @ 12" O.C. nn n♦ nu v n nrnv UML DULIJ OC LUUMIVb ULV11d VI/ VM116HL nULU TO PREVENT BOLTS FROM DRAGGING ON CONCRETE DUMPSTER ENCLOSURE FRONT ELEVATION SCALE: 1/2" = 1' — 0" + ..4 a n . 4° n ° 4 G e' °. a a -a .. ° a 4 a - - 4 NOTE: GATES SHALL BE EQUIPPED WITH DROP (CANE) BOLTS, HEAVY DUTY HINGES AND LATCHES (WITH PADLOCK) DRILL HOLES 2" DEEP IN CONC. / PAVING TO ALLOW DROP BOLTS TO HOLD GATES IN CLOSED POSITION AND AT AN OPEN POSITION OF 900. POSITION VERTICAL HOLD TO KEEP CANE BOLTS FROM DRAGGING CONC. —BRICK — CMU STEEL GATES AND GATE DOSTS PAINTED 'HOMESTEAD 3ROWN". SEE )ETAIL 2/A-10 00 -OR ADDITIONAL NFORMATION 4O 9NISHED DAMNG LINE OF TOP CAP BEYOND DOME CONC. TOP —� 5" STEEL GATE POST - SEE DTL 2/A-10 HINGE SEE DETAIL 7/A-10 NOTE: UPPER MOST COLLAR MAY BE DELETED SO THAT GATE IS REMOVABLE IN FUTURE. VERIFY WITH OWNER. 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 1 L — J STL. POST & FOUNDATION (TYP.) I L---__J I I I I II I I I I I I I I i I L _ J I I L-----J 1'-6" 0 FOOTING NOTE: ALL EXTERIOR TRASH ENCLOSURE STEEL SHALL BE GALVANIZED TOP OF PAVEMENT A-1 G l SCALE: TYP. DUMPSTER ENCLOSURE SIDE ELEVATION SCALE: 1/2 = 1' — 0" B A-10 aa�_rn� #6 REBARS AT EACH END, EACH CORNER & AT 24" O.C. 6" DIA. PIPE BOLLARD SEE DTL. 6/A-10 EXTERIOR VENEER TO MATCH BLDG. 6" CONC. SLAB W/ 6"x6"W2.9XW2.9W W F ON COMPACTED 6' CRUSHED STONE CONC. APRON TO MATCH PAD CONSTRUCTION. SEE CIVIL DWG'S FOR PAD DIMENSIONS 1/2" EXP. JOINT W/ URETHANE SEALANT EXTERIOR VENEER RETURN TO MATCH BLDG. 5" CONC. FILLED GATE POST. SEE 1/A-10 GATE TO SWING 180 DEGREES DRILL HOLES IN CONC/ PAVEMENT FOR CANE BOLTS. HOLES SHALL BE PLACED TO HOLD GATES IN CLOSED POSITION AND AN OPEN POSITION OF 90 DEGREES TYP. AT ALL GATES 4"=1'— it 0 u z w �N in a CI 0 tU, m PRECAST CONIC. TOP CAP EIFS TO MATCH BLDG. (ABOVE WAINSCOT) m 5" STEEL GATE POST (SEE DTL 2/A-10) q N CONT. STONE V SILL TO MATCH (RICK WAINSCOT TO MATCH BLDG. (TYP.) 3"A/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 20x2"x3/16" TS FRAME 3"A/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 2"x2"0/16" TS HORIZONTAL RAIL 3/16"x2" STL FLAT BAR BRACES WELDED TO FRAME 3"A/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 ROUND OVER TOP OF CONCRETE 6" DIA. X GALVANIZED STEEL PIPE, SOLID IN CONCRETE. PRIME & PAINT VALVOLINE RED. DOME TOP OF CONCRETE FOOTING (T) 4 PAVEMENT AS m.,. ' ::7 NOTED ON " J. CIVIL DRAWINGS • . & DETAILS •.d. n \ \ d. T-6" OF PIPE BELOW " GRADE CENTER IN CONCRETE 18" DIAMETER, 4000 PSI, AIR ENTRAINED CONCRETE BASE •! 4 8" COARSE STONE, HAND COMPACTED UNDISTURBED ORCOMPACTED SUBGRADE BOLLARD DETAIL SCALE: 1" = 1' — 0" yl 3"x 1/8" STL. PLATE DECK CLOSURE WELDED TO FRAME ON THREE SIDES (SEE ELEV.) 2"x 2"x 3/16" TS FRAME (TYP OF 3 - SEE ELEV.) TOP/CENTER/BOTTOM FRAME 2"x 3/16' STL. PLATE DIAGONAL STRAP BRACING (SEE ELEVS.) 1 1/2" x 22 GA. GALV. STL. B DECK 3 GATE SECTION A-10 SCALE: 3" = 1'— 0" V4 ° e. a 4. v PLAN VIEW ELEVATION VIEW HINGE DETAIL A-10 SCALE: 3" = 1' — 0" 5"0 CONIC. FILLED SCHED. 40 PIPE HINGE SLEEVE 11/2" x 22 GA. GALV. B DECK 2 x 3/16" DIAGONAL BRACE WELDED TO FRAME 6"x2"x1/4' PLATE WELDED TO HINGE SLEEVE AND GATE FRAME 2 x 2 x 3/16" TS FRAME GREASE FITTING GREASE FITTING 6"x2"A/4" PLATE WELDED TO HINGE SLEEVE AND GATE FRAME HINGE SLEEVE GATE FRAME METAL PIPE COLLAR - FIELD WELD TO POST 5"0 CONC. FILLED SCHED. 40 PIPE NOTE: (2) HINGES REQUIRED PER POST (TYP.) SEE DETAIL 2/A-10 DUMPSTER EXTERIOR FINISH NOTES REFER ALSO TO "EXTERIOR FINISHES", SHEET A-3. EIFS: MATCH BUILDING EIFS BRICK: MATCH BUILDING BRICK MORTAR: MATCH BUILDING MORTAR COPING: PRECAST LIMESTONE CAP. COLOR TO MATCH BUILDING STONE WAINSCOT SEALER: ALL BRICK SURFACES SHALL BE TREATED W/ SEALER. REFER TO SPECIFICATIONS. BOLLARDS / GUARD POSTS: FIELD PAINTw/SHERWIN-WILLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300 SHER-CYRL HPA. COLOR SHALL BE WALVOLINE RED". GATES & GATE POSTS: FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF SHERWIN WILLIAMS 7515 HOMESTEAD BROWN. SEMI -GLOSS DTM ACRYLIC B66-200. CESO WWW.eeeegoe.ee■ 3501 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 N N N N N N Y O N '7 7 O N 0 C 0 0 0 C N C D E U) J 5 a N H W L 2 U) 0) w zLU H a a w m a a U 3:of Z w 0 o a z w M Lu a = a z z U) °� a w a a a w j W W z W I_- it U) U)ga U) w aZ z z >a z ~ IL IL > w z O ID m V coN O z C) CA N N W Z = LU J UJ J U) OW F- Z ~ Wa �Z= WU Z W J Q >W Z 2020 CESO, INC �d,F.AI.TH Or/, ZACIIARN' DA\'ID F'RF:` HUR 11 /04/2020 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 6 a O TBL11 FOUND 1/2"REB4RGU/ L/NC LNCAP AD \ D JACENT COMMERCIAL DEVELOPMENT / .1 >5 1 . 1 \ 0.1 0• \ OVERALL PARCEL BOUNDARY \ 0.0 0 \' 3 PROPOSED VALVOLINE0./ \ \ GROUND LEASE -LINE \ / 1.2 1.5 1.1 \ 0 1.1 2.0 1.9 1.77 1.0 \ '7 / 0.0 \ =wD .7 / .9 \ / \O 0 / 1 7 .8 2.7 .0 1.8 1.9 1.3 1.3 1.2 �\ 1 0.6 \ \ \ \ �\ U 3 nl� 4' 0 . 0 / / / i/• + • 8 3 . 3 . 1 . 3 1 .2 1 . 5 1 . 4 1 .2 1 . 5� 0. \ it 0 . + + + + �+ + + + + + + ���7a 0.1 \ 1 1.5 2• D1Ca 3 3.2 2. 9 .0 1 7 1. 1.5 �5 2.0 1.4 0. 0 1 / MH: 20 5 / \ lC,^4 + �+ + + +� + MH: 20 + 0-0 + + + 1.y,/ 1.2 2.7 2.9 4. \ 3.0 2.0 1. 0.9 0.7` 0 1 i' / \ / 0.0 / l/ U 0. .2 1.9 2.2 1.8 1/. MHN10 4.2 L 2.1 2. 1.0 0.9 Oy�l jam ~� + / 0.0 Q / .5 0.9 1.7 2.3 2. 5.6 2 .0 0.8 0.9 t / VIQC / / GANDER DRIVE 0.0 N cD / A 2,080 SF; H - 2 ' 11" G 1 0. .4 0.8 1. 2.3 2 3.5 2.8 1.9 1.5 .0 0.8 / 0.0 / / 0 1 \.4 0 0 1 / 2.3 2.0 1.7 1.9 1.4 1.2 0.9 ` 14, 0 / � \ EWNB ti � MH: 10 2 EWNB �' 0 + O MH: 12 / 0.2 0.5 � 4.8 1.9 1.3 1. .3 1.6 1 s E+ 2WNB 9 0 MH: 10 O N / 2 Q\5 p\9 �� / 4. If'. 1.2 1.6 2.2 1.5 0 \ \ \ 0 1 \ J 0. 6 3�.2 0 .r 8 3 9 .3 1.4 .7 5. 7 1. 0.0 ti 0� O \ FD 0 09 1.1 .4 .9 3 2 + Z� 0.0 \ \N\ SOT BS 0 0 \ MH: 20 / / \ \ 0 1 3 1Z1 1 0 9 1 0 3 0 7 ,Ei 20 0 20 40 GRAPHIC SCALE (IN FEET) \ \ \ \ \ 0.7 +.7 0<1 2.1 +.5 ` +.0� \\� \ PROPOSED VALVOLINE \ GROUND LEASE -LINE \ \OVERALL PARCEL BOUNDARY \ \ Oyu 0 ;y-F I n 4PPROVEO S/TEPL4N/ 7 .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 _ 7 E=Evolve 103=3rd 0=120-277• SM=Symmetric 7-70lmin) 30=30000 N=DimmingB lhm A -ANSI ]-ppin PE AL=Area Light l Generation 1=120 Medium 40=4000K iPE receptace receptacle lno control) S=Standard 2=208 SW=Symmetdc Wde 50=5000K D=eternal D=ANSI 7-pin PE 13=240 SH=Symmetrk *Select Dimming 1872-aft receptoclewtM 4=277 High Angle 3000KCLT cable shicap provided 5=480 AF=Asymmetric krIDA K=Nondlmrmde' D=347 FOrWad Approved All cnnstmctians Note: See accessories H=347-480' AH=Asmi units su IiedwHh ppp section on page lOfor 'Nota 3110W wlNFusing. High Angle AW=Asymmetr`I AHPSI C736.41 7-pin Receptacle PE Control orckriog Must choose* descreetwirage AN=Asymmetric Narrow//Auto -Requiredff with Fwith r ppuuJ Optical Not a voilableforother optical codes. Noi Nate: Standard dimmirrg0-10V CS 11 Svmmetric MedlumlSMl I 7300 I DS I Symmetric Wide ISM "1 1O100 TypeVI FS I Symmetric Wide ISM 14700 15100 HIS m S metric Wide SW 19700 20200 I JS 24600 - _ 26200 I Symmetric Wide (SW l_ K5 I, Symmetric Wide ISM 29600 30300 CS I, Symmetric High Angle ISHI 7000 7200 DS Symmetric High Angle ISHI 1 9400 9600 IF� m� High AnIe ISHI 1 14200 14500 I HIS ._ 11 Symmetric High Angle ISHI 1890.0 19300 JS I' High Angle ISHI Symmetric 23600 24300 III Symmetric High Angle ISHI _ 28400 29000 1 Cii Asymmetric Forward IAF Tiff 7500 04 Asymmetric Forward IAFI 9800 10000 F4 Asymmetric Forward ll 14700 15000 H4 Asymmetric Forward IAFI 19600 20000 14 Asymmetric Forward IAFI 24500 25000 Type IV K4 Asymmetric Forward IA9 29400 3000O C4 Asymmetric High Angle (AH) 7000 7200 D4 Asymmetric High Angle AH) _ 9400 9600 F4 Asymmetric High Angle (AH) WO 14560 H4 Asymmetric High Angle (AH) 189W 19300 J4 Asymmetric High Angle (AH) 23660 MOO K4 Asymmetric High Angie (AH) 28400_ 29000 C3 Asymmetric Wide lA" 7300 7500 D3 Asymmetric Wide IAWI 9800 10100 F3 As mmetrJc W'i e - v IAW4 1 14700 15100 Type ll) H3 Asymmetric Wide IAWI 19700 20200 J3 As mmetric Wide A Y I WI 24600 25200 N3 Asymmetric Wide IAWI 29600 30300 C2 (ANI Asymmetric Narrow/Auto N 73DO 7500 D2 Asymmetric Narrow/Auto IANI 9800 10300 Type 11 F2 Asymmetric Narrow/Auto AN 1N700 15100 H2 Asymmetric Nanaw/Auto(AN) 19700 20200 J2 Asymmetric Narrow/Auto(ANI A600 25200 K2 Asymmetric Narrow/Auto IAN 291 30300 C1=lntegml5lipfM1ter GRAY = Gray F=Fusing far 125'-2'Pipe BLCK=Black H=Mowngsensar6erwr5w h) (161 Do-2.378&r. DKBZ=Dark H2= Motion SensorlDainfreel ODI' 'Bronze J=cjucanodo 01=1niversal . WHTE=WhiteL=Took ess Entry Mounting An,ffted R= Enhanced Surge Protection for round or square D0kwSkN pole mounting'- 51=Rotated Lent K3= Knuckle Slipfifter S2=Rotated Fight farl9in-2.3in.00 T= Elrwced Surge Protection Tenon''++ (20M IOkA) S1-Knuckle Slipfifter U=DAU dimming^+ for 23in.-3.Oin OD V=3-Position Terminal Blocky Tenon'i+ =Coastal Finish V1=Knuckle Wall R)iSpecial Options MCI •Cmm^tMmdornimimoddity I- Sgicredwith 3FT +Canpdr`devnthrgliG,nd20mda I- NNmmpNBeal474awmnnb Supplied with 31r mdmssrcornnod *1413powercaNe f Nramedkkornghi NdInb=n i-F Restricted AimingaAMNNn.BasYmU mmvnurm,g. Ndopdp'imb!ekriymmeeir asinGvtiors Angle Vto+45' 111& icpfimrmo.*dobko!710I B3-UO-GI B3-UO-GI EALS03_C5511730_JES EAL503_C5SM740_.IES EA1S03_CSSM750.IES B3-UO-G1 B3-UO-G1 EALS03_DSSM730.IES EALS03_D5SM740_.IES EALS03_D55M750JES B4 L G2 B4 UO G2 EALS03 F55M730_JES EALS03 F5SM740 IES EALS03 F5SM750 IES B4 UO G2 B4 UO G2 EALS03 H5SM730 IES EALS03 H5SM740 IES EALS03 H55M750 IES B4 UO G2 B4 UO G2 EALS03 J5SM730 IES EALS03 J5SM740 IES EALS03 J5SM750 IES BB UO G3 BS UO G3 EALS03 K5SM730 IES EALS03 K5SM740 IES EALS03 K5SM750 AES 82 UO Gl B2-UO Gl EALS03 CSSW7301ES EALS03 C5SW740 IES EALS03-05SW750 .IES 83 UO-Gl B3-U0.G1 I EALS03_D5SW730_JES I EAL503_DSSW740 IES EALSD3_DSSW750_JES I 83 UO G2 B3-UO-G2 EALS03 F5SW730 .IES I-EALS03 F5SW740 IES EALS03FSSW750 LIES O-G2 84 U84-U0.G2 EALS03 H5SW730 IES' EA1503 H5SW740 IES EAL_750 .IES O G2 S03_H5SW_ B4 UB4 UO-G2 1 EALS03 JSSW730 IES EALSO .15SW740 IES EALS03 JSSW750 .IES BS UO-G2 BS-U0-G2 rEALS03_01K5SW730 .IES EALS03_KSSW740 IES EALS03_K5SW750 .IES B3 UO G1 B3-U0-G1 1 EALS03_CSSH73ES EALS03_C5SH740 IES EALS03 C5SH750 .IES B3 UO-G2 B3-UO-G2 EALS03 D5SIH730.IE5 EALS03 D5SH740 IES EALS03 05SH750 ,IES 84-UO 62 B4-U0.G2 EA 03 F 730 EALS03 F5SH740 IES E H7 0 .IES LS SSH ES EALS03 FSS 5 B4-U0.G2 B4-UO G2 EALS03-H5SH730_ IES EALS03 H5SH740 IES EALS03 H5SH750 .IES BS Ui 85-UO G3 EALS03_JSSH730 IES I EALSO3 JSSH740 .IES EAL503_J5SH750 .IE5 BS UO G3 85-UO G3 EAL503_K5SH730 .IES EALSO3_K5SH740 .IES EALS03_K5SH750_.IES BS U0.G2 81-UO-G2 EALS03_UiII 0 IES EALS03 C4AF740 .IES EALS03 C4AF750 .IES B2 U0.G2 B2-UO-G2 EALS03_D4AF730_.IES EALS03D4AF7401ES EALS03_D4AF750_.IES B2 UOG2 B2-UO-G2 EALS03 F4AF730 .IES EALS037 F4AF740 .IES EALS03 F4AF75C .IES B3-Li 33-U0-G3 EALS03_H4AF730_.IES EALS03_H4AF740_.IES EALS034AF750_.IES B3 Li B3-UO-G3 EALSO3 J4AF730 .IES EAL503 J4AF740 .IES EALS03 J4AF750 .IES B3-UO-64 83-Li EALS03_K4AF730_.IES EALS03_K4AF740_IES EAL503_K41`750JES B2 UO-G2 32-UO-132 EAL503 C4AH730 .IES EALS03 C4AH740 .IES EALS03 C4AH750 .IES B2-U0.G2 82-Li EALS03 04AH730 03 .IES EALSD4AH740_.IES EALS03 D4AH750 .IES B3-Ll 83-Li EALS03 F4AH730 .IES EALS03 F4AH740 IES EALS03 F4AH750 .IES B3 UO-G3 B3-UO-G4 EALS031-14AH730_JES EALS03H4AH740_.IES EALS03_H4AH750_,IES B3-UO-G4 B3-UO-G4 EALS03__J4AH730_.IES EALS03 14AH740 .IES EALS03_J4AH750_.IES B3-UO-G4 B3-UO-G4 EALS03 00730 .IES EALS03 K4AH740 .IES EALS03 0AH750 .IES B2-U0-G1 B2-U0-G1 EALS03_C3AW730_.IES EALS03 C3AW740_.IES EALS03_C3AW750 IES B2-UO-G2 B2-Ll EALS03_03AW730 IES EALS03 D3AW740_.IES EALS03_D3AW750 IES B2 UO-G2 B2-UO G2 EALS03_F3AW730 .IES EALSOG F3AW740 IES EALS03_F3AW750 IES 33 U0-G2 B3-UO G3 EALS03 H3AW730 .IES EALS03 H3AW740 IES EALS03 H3AW750 IES B3 UO-G3 133-L G3 EALS03 J3AW730 .IES EALS03 J34W740 IES EALS03 J3AW750 .IES B3 UO-G3 B3-UO-G3 EALS03_K3AW730_.IES EAL503 K3AW740 IES EA1S03 K3AW750_IES 32 Uo-G2 BZ-UO G2 EALS03 C2AN730 .IES EAL503 C2AN740 IES EALS03 C1AN 750 .IES B2 UO-G2 82-0-G2 EALS03_D2AN730­IES EALS03 02AN740 IES EALS03 D2AN750 .IES B3-Ll 33-1,10-133 EALS03_F2AN730_.IES EALS03 F2AN740 .IES EALS03 F2AN750JE5 B3-UO-G3 B3-UO-G3 EALS03 H2AN730 .IES EALS03 H2ANH2AN740 .IES EALS03 H2AN750 .IES B3-UO-G3 B3-UO-G3 EALS03 J2AN730_.IES EALS03 J2AN740 .IES EALS03.12AN750_IES 33-1.10-133 B3-UO-G3 EALS03 K2AN730_IES EALS03 K2AN740 JES EALS03 K2AN750_IES . dli 1 EWN B _ 7 r T1 a E= Evolve it B = Photometric 0 120-277' 7 70 (min) 30= 3000K- 1 = None I N= None Required BUCK Black D= External Dimming Series B 1=120 40= 4000K 3 = Button PE* DKBZ = Dark Bronze Leads Provided W = Wall Pack 2 = 208 50= 5000K A = ANSI C136.41 GRAY Gray 10-1OVoft Input) 3=240 oSelect 7-pin PE Receptacle It WHTE=White F=Fusing N= Housing g=2Ag7 3000KCCr D=ANSI C136.41 Contact manufacturer L=Tool less entry SeriesD=347 for IDA 7-pin PE Receptacle for other colors. R=1OW Enhanced Approved units with Shorting P Ca # Su Protection H=347-480V• x *Only availablewith H = Motion Sensor # Not available voko a 1,2,3 and 4. U = DAU Dimming+A with Fusing. Must g choose a discreet #Order oimming/Control %XX=Special Options voKage with PE as a separate item. See #RSHo Gans cannot r Option. accessories section of this P datasheet for ordering be purchased toogg ether. information. Notavoiloblewith voltage 5, D and H. + Compatible with LightGrid 2.0 nodes. A Not compatible at 347-480V with A -level optical code. or with motion sensor control. A4 64 C4 04 E4 F4 A3 B3 a C3 D3 E3 F3 A2 _ B2 C2 r 02 E2 Lj F2 if -t'nrg -Ai1 it ll II,Aiiinll TR - ri ul inliv,c. a If 1,l Asymmetric Forward 4,000 4,300 44 81-UO-Gl I Bl-Ui EWNBA4730_JES EWNB_A4740 ..IES EWNB_A4750 .IES Asymmetric Forward 5,800 6.200 58 61-U0.G2 B1-0O-G2 EWNB _B4730_IES EWNB_B4740_.IES EWNBB4750_JES Asymmetric Forward 7.500 8,000 70 B1-U0.G2 31-U0.G2 EWNB C4730_IES EWNB C4740_IE5 EWNB C475C_IES Asymmetric Forward 9.200 9.800 89 B1-UO-G2 B2-UO-G2 EVJNB 04730 JES EWNB W740_IES EWNE D4750_IES -Asymmetric Forward 10,800 11,500 98 B2-UO-G2 B2-UOG2 EWNB_E4730 ..IES EWNB_E4740_IES EWNB_E4750_JES Asymmetric Forward 12,900 13,700 125 B2-UOG3 32-1101 EWNB F4730_I6 EWNB_F4740-IES EWNBF4750_.IES Asymmetric Wide 4,300 4,600 44 B1-UOG1 31-Ui EWNB_A3730_.IES EWNB_A3740 .IES EWNB_A7750_.IES Asymmetric Wide 6,200 6,600 58 B1-UO-G1 B1-UO-G1 EWNB_B3730_IES EWNB_B3740_.IES EWNB_B3750_.IES Asymmetric Wide 8,100 8.600 70 B1-U0.G2 B1-UOG2 EWNB_C3730_JES EWNB_C3740_.IES EWNB_C3750_.IES Asymmetric Wide 9.900 10.5oo 89 B2-UO-G2 B2-U0.G2 EWNB D3730_IES EWNB D3740_IE5 EWNB D3750_IES Asymmetric Wide 11,600 12,400 98 B2-UO-G2 1312-UO-G2 EWNB E3730_IES EWNB E3740_IES EWNB E3750_IES AsymmeNCWide 13,900 14,700 125 BbUO-G2 B2-UOG2 EWNB _F3730_JES _F3740_.IES EWNB _F3750_JES Asymmetric Narrow 4,200 4,500 44 B1-UO-G1 B1-UOG1 EWNBA2730_IES _EWNB EWNBA2740_IES EWNBA27501ES Asymmetric Narrow 6.100 6,500 58 BS-UO-G1 BS-UO-G1 EWNB B2730_IES EWNB B2740_JES EWNB B2750_.IES Asymmetric Narrow 7.900 8.400 70 B2-UO-G2 B2-UOG2 EWNB_C2730_.IES EWNB_C2740_IES EWNB_C2750_.IES Asymmetric Narrow 9,700 10500 89 B2-U0.G2 B2-UOG2 EWNB_D2730_IES EWNB _D2740_IES EWNB_D2750_.IES Asymmetric Narrow 11400 1 12,300 Asymmetric Narrow 13.600 14400 98 82-UO-G2 B2-UO-G2 EWNB_E2730_IES EWNB_E2740_.IES EWN6_E2750_IES 125 82-U0.G2 82-U0.G2 EWNB_F2730 .IE5 EWNB_F2740_.IE9 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 ❑ o o � o o N C 0 N N E U) J U) Q N 1 2 H- 0 V) W W mEr � 3 Go LLI ❑ > N Of J Z Z a (L 55 o a- a w ❑ JQ ❑ Q Q z in Z V) m Q W a OD a It W > F F- Z F W g F y m rn d m J J w J J Q Z Z Z Z F LL LL LL ? 0 a a , N) N O Z 0 N LLJ N U> zw = J U�-1 5; 0 W r Z NO ,^ < Z LU U Z LLI _:i> O Q Q /Q `i 2020 CESO, INC ZACHARY DAVID FRESHU,R � silt :m. y ,. , ,o �r � , ✓ 11 /04/2020 93029237 PED-MV-LED-7 ANSIC736.41DimmingPE,1,0-27Td 28299 PECOTL STANDARD120-277V Project No. 757280-01 9302923a PED-347-LED-7 ANSI C136.41 Dimming PE, 347V 28291 PECSTL STANDARD480V Scale AS NOTED L 93029239 PED-480-LED-7 ANSI C136.41 Dimming PE, 4BOV 80436 PECDR STANDARD 347V 73251 SCCL-PECK 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 Dig With eoe 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 EX15TING 5" WILLOW OAK A- 5TREETTREE / =- LANDSCAPE CODE REQUIREMENTS ON ADJACENT PROPERTY 3 5jOAK lRG/N/ E E I p S T BUFFERYARD & PWER E J \ s . DENOTES CONSTRUCTION LIMIT h"' 5TREET5CAPE: DB 3925 / 3>1S41, 1 LARGE TREE 51ALL BE REQUIRED FOR EVERY FORTY (40) FEET OF ROAD FRONTAGE, OR PORTION THEREOF. EXISTING 5" WILLOW OAK PGS 52 ( / �'s> F (28) BIACKEYED SUSAN / STREET TREE ¢ (2) INKBERRY HOLLY ENTIRE PARCEL FRONTAGE: 244.03 LF/40 = 6. I OR 7 TREE5 REQUIRED �- (2) INKBERRY HOLLY r / 6 EX15TING + I PROPOSED= 7 TREES AS SHOWN (1) GRAPE MYRTLE / (33) BLUE OAT GP,A55 @ 3' OC EXISTING 5" WILLOW OAK 1.0 , (61 RED ROCKET CREPE MYRTLE _ / U5 ROUTE 29 SCREENING AT LEASED AREA FRONTAGE: 5-3 SCREEN MAl ERIAL`- REQUIRED. BASED ON THE MIN. I O' WIDE REQUIRED BUFFER AREA STREET TREE CESO S Center Trees on Parkin Stn e / p LaCanopy Trees 1 / I ,DOG SF 146 LF x 10= 1460! 1 OOG = I .46 or 2 REQUIRED 5 STREET TREES (EXISTING OR PROPOSED) + 3 LARGE CANOPY ?BEES IN RAfNGARDEN RAIN GARDEN LANDSCAPE PLAN ~ rge f • Sa7" �/ Medium Canopy Trees 1/1 ,0005F 14G LF x 10= 1460/1000 = 1.46 or 2 REQUIRED 2 TREES AS SHOWN L-1.1 / E ABLE 1 Under5toy Trees 1 /500 5F 14G LF x 10= 1460/500 = 2.52 or 3 REQUIRED 3 TREE5 AS SHOWN PREVIOUSLY APPROVED SDP2006-61 /TMP 45- I I I G 5.110 R51i, % (19) GLOSSY AB IA 54.3 / Evergreen Trees 1 / 1 75 5F 14G LF x I D= 1460/ 175 = 8.3 or 9 TREES REQUIRED 9 TREES A5 SHOWN T Y E�h (2) GRAPE MYRTLE \ EXISTING 5" ZELKOVA / 5hrub5 1 /200 5F 14G LF x 10= 1460/200 = 7.3 or 8 SHRUBS REQUIRED 25 5HRU55 AS SHOWN (1) CRAPE MYRTLE � `// �p / N N N N N N EXISTING 5" WILLOW OAK - 0. ,r� S 0) O / / / 7 / INTERIOR PARKING LANDSCAPED AREAS: o � o ry o STREET TREE REQUIRED 5% OF PARKING AND VEHICUlR CIRCULATION AREA o 0 0 0 0 o/ C/ 11 { (2) NEON FLA5H SPI 4y 14,797 5F (WITHIN LEASED AREA) @ 5% = 566.85 5F REQUIRED G72.72 5F A5 SHOWN TREE PROTECTION A AR OTT (1) ZELKOVA T / (3) DWARF BURFORD HOLLY / I TREE 4 3 SHRUBS PER 10 PARKING 5PACE5 \ <v \ L- 4v2 13 5PACE5 / 10 = 1.3 or 2 (I) GRAPE MYRTLE �� TREES REQUIRED 2 TREES AS SHOWN 9 (8) NEW ENGLAND A5TER o �� 13 5PACE5/ 3 = 4.33 or 5 5HRUB5 REQUIRED f 1+ 5HRUB5 A5 5HOWN s �+ 44) LITTLE HENRY 5WEET5PIRE V/ VEL O (5) INKBERRY(1) WILLOW OAK 20@ HAND Street Tree SOUTH ADJACENT LEASED AREA PROPERTY BUFFER: 5-2 SCREEN MATERIALS REQUIRED; BASED ON THE MIN. I O' WiDE REQUIRED BUFFER AREA CENTRAL TELE. CO. Z 7 / LITTLE RY SN/EETSPIRE ® / Large Canopy Trees 11I ,000 5F 154 LF x 10 = 1540 / 100 = 1.54 OR 2 REQUIRED 3 TREES AS SHOWN / DB 3919 �/ / Medium Canopy Tree,5 111,000 SF 154 LF x 10 = 1 540 / 100 = 1.54 OR 2 REQUIRED 2 TREES AS SHOWN p� PGS 699 / ) Underytoy Trees N/A tzv / (5) BLUE O GRA55 / Evergreen TrecF> 11175 5F 1 54 LF x 10 = 1 540 / 175 = 8.8 OR 9 REQUIRED 9 TREES A5 SHOWN (I) CRAPE MYRTLE (�RIVERBIRC // / / / 5hrub5 1 /200 5F 154 LF x 10 = 1 540 /200 = 7.7 OR 8 REQUIRED 8 SHRUBS AS SHOWN (9) NELLIE 5TE N'5 HOLLY VIOC / / 40 V ° GANDER DRIVE N 24.4 / J��,(6) NEW ENG D ASTER / A = 2,080 SF; Nk7 EXISTING 5" WILLDW OAK \ / / 13) GLOSSYAF LIA H - 28,--11„ TREE COVERAGE: 10% REQUIRED p Q STREET TREE 0� j / s^ K I / LEASE AREA ONLY m m 22,533.9 @ 10% = 2,253.4 SF REQUIRED 2,314 5F AS SHOWN (n Lu rn w z Lu �N (1) CRAPE MYRTLE �- ,� z z Kam/ / k 3 n_ LUMARLS / N O o PLANT MATERIALS LIST M a_LEASED AREA CANOPY CALCULATIONS 3 j EXISTING 5 WILLOW OAK /-,� IN o STREET TREE N \� (3) 5 P R B Q / FIRST GOLD LE 3 ELSWENDBK W , 20.0 ( ) L TEW BK 465 / PARCEL(f04500 4. ,�� � � 2) LITTLE HENRY SWEETSPIRE o� 1 \^ cl? F GEAR OTTE1;V zL .C- ASHEDGRA L / ;,� EN WALK �� 09 / L-1. ETWE4 � (I) ZELKOVA r EXISTING 5" WILLOW OAK a J"S9 {9) PARDON ME DAYLILIE5 STREET TREE - w \ \- ALBc'�ARLRING WALL ( � `..'. MT_ k / EASE LIMIT I 2 3.90 S Feet • OAK I I m 997 p / 0.52 Acres ® I/ h PGS 74� / \ '..j EXISTING 5' WILLOW OAK / \ ^� ( \ P.N£R k . :� STREET TREE 1 ® h� _ i'%%� �\ ' Oe°\ DB .�2,-, �, '� ALBEMARLE 5 ON ADJACENT PROPERTY _ // 4b d \ \ \\\ r'GS 52 �� / \ (8) PARDO DA'YLILI S DB 45,32 � PGS 284 (5) I BERRY - O A BIOFILTER LANP5CAPE PLA�\ �� DENOTE50 .00 ON TRUCTION UFMITI 41 PREVIOU5LY APPRO G 5DP2 6-61 � � � �C EE P OTECTION \ 4 5DP2014-34 \ \ 2 AT Of CONSTRUC-ION LIMITS, / 00 3000G2 L-1 / . ® AMENDMENT # I WPO 2 % VERIFYLO ION WITH OWNER'S REPRE5ENTATIVE ,/ ON -SITE �\ w � ,y?/ C? v.0 N F PARCEL B y / FIRST GOLD A 9S /9S F LAND TRUST p8, \ \ �y / BK 865. PG 165 / \ (M / PAR 4954E 9 os-�oo FT 1 co -_C4VOAK �I 30.`0, 30 1..9 AC. �� =io A[„�EMARLE DEED � \ �\ LtS1111 / 1 P va $11.com r' PLANT NAME MINHIAUI✓1 INSTALLED 51ZE CITY. TREE CANOPY EACH 5F•• COITAL LEA5E AREA TREES 1 WILLOW OAK- Quercu5 p1I 3-1/2" cal. B/B 2 ZELKOVA - Zefkova serrata 'Visage Green' 2-1/2" cai 3/B G' Clear Trunk 2 452 904 3 RED MAPLE - Acer rubrum 'October Glory 2-1/2" cal. B/B 6' Clear Trunk 1 397 397 3 RIVERBI NCH - Betula nigra 'Hentage' 2-1/2" car. 5113 Single -stem 1 397 397 UNDERSTORY TREES 7 CRAPE MYRTLE - La9er5tr0emia indica x taurici 'Natchez' 8' ht. B/B or tout. 2 77 154 6 RED ROCKET CRAPE MYRTLE _aaerstroemia indica 'tti�,st 1V7 - F' nt. B'E or cone. ---- 77 4G2 EVERGREEN TREES 1$ NELUE IfVEN5 HOLLY - liex x attenuat:a 'Fc*ten 5'-7' ht- B/B SHRUBS & GRASSES 22 GLOSSY ABELIA - Abeija x (3randiffora` 30" ht_ B/B or # 5 cons- 30 3$ BLUE OAT GRASS - Hellctotrichan 5ernpermren5 # 2 coat. 3 DWARF BURFGRD HOLLY -Ilex cornuta 'Burford Nana' 24" ht. B/B or #5 Cont. 14 20 INKBERRY HOLLY - Ilex giabra `Compacts" 24" B/B o, #1- 14 8 NEON SPLASH 5PIREA - 5pirea burnaida 'Neon 5,pa5h' 24' B/B or coat. 14 10 LITTLE HENRY 5WEET5PIRF - Itea vlrgintca 'Sprsch" 24" B/B or, coat. 14 3 SWEET PEPPERBU511 - Clethra alrnEofia 310" ht. V5 cont_ 30 PERENNIALS TOTAL 2,314 5F CANOPY COVERAGE: 10% REQUIRED 24 PARDON ME DAYLILIE5 - Heme-ocafii5 x'Pardon NO& # I Cont. 2$ BLACK-EYED SLJSAN - Rudbecka hirti:a" # !coot. LEASE AREA ONLY 22 533 9 5F @ 10% = 2 253 4 5F 21 NE4V ENG=ILAND A5TER - 5ympinvot>,-hum nova- # I cor t REQUIRED r� Z g a t Co J E Q z < a P rn J 1: m 0a z (L O¢ IL � ¢ z g rn z LL Z g a ~ a z rq w w z O Co rn a} M N 0 N N LUZ > Q LU = J U� J_ 0LU Z ~O ' o < _J U Z LU U Z LU Q LU /\w1��`Denotes Virginia Native Plants 2,314 5F AS SHOWN SITE LANDSCAPE PLAN REFER TO 5HEET L-1.1 FOR REMAINING PARCEL B Q LANDSCAPE PLAN # CANOPY COVERAGE (D (3) NEW ENGLAND ASTER- (G) NEON SPLASH 5PIREA / (G) INKBERRY HOLLY / (7) PARDON ME DAYLILIE5 / (4) NEW ENGLAND ASTER BUILDING LANDSCAPE DETAIL 5CALE I " = 10' 20 0 20 40 NORTH SCALE: 1 "=20' ©ZD20CESo,INC GENERAL LANDSCAPE REQUIREMENT5 LTH4pFti ��AN 1. ALL PLAN- MATERIAL5 5HA_L BE NURSERY GROWN AND SHALL BE PLANTED IN 9. MULCH TREE5 AND 51 RUBS WITH MIN. _" DEPTH OF "BLACK GOLD" OR • 2 p� Li ACCORDANCE WITH THE LPND5CAPE 5PECIFCATION5 ADOPTED JOINTLY BYTHE APPROVED EQUAL, BLACK DYED 5HREDEED HARDWOOD MULCH. MULCH � VIRGINIA NUR5ERYMEEN'5 A550CIATION, THE VIRGINIA 5QCIETW OF IAND5CAPE PERENNIALS WITH 2" Ck PTI'I OF MULCH. MULCH SHALL EXTEND IN A -3 ROGER E. BEAL Z DE51GNER5 AND THE VIRGNIA CHAPTER F THE AMERICAN 501 OF CONTINUOU5 LAYER WITHIN PLANTING BfD5 FROM FACE TO FACE OF 51TE U 1955 � LANDSCAPE ARCHITECT5. 5TRUCTUREi - WALKS, BUILDING, CURES, OR OTHER PLAINT BED LIMITS. 2. DfAMETER5 OF PLANT MAT:RIAL5 A5 DRAWN ARE REPRESENTATIVE OF PLANTS 10. ALL '3°D EDGE5 SHALL BE 5PADE-CUT AIiD CLOSELY ALIGN A5 P055113LE WITH CAPE AT OR NEAR MATURITY RATHER THAN AT INITIAL PLANTING. EDGE5 A5 5HOWN ON DRAWING, KEEP WULCH A MIN. 112" BELOW ADJACENJT ARCS 3. THE PLANT LIST 15 INTENDED A5 A GUIDE F02THE LANDSCAPE CONTRACTOR. PAVED SURFACES. IN THE EVENT OF DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE 1 1. 50D ALL LAWN D15TUR3ED AREA5 WITHN PROJECT LIMITS A5 NOTED ON CAVIL NAME. ROGER E. BEAL PLANT 1 cT AND ON THE DRAWING, THE GREATER NUMBER 5HALL APPLY. DRAWINGS; INCLUDINGOUT TO PAVEME14T EDGES. REFER TO CIVIL DRAWINGS REGISTRATION No: a 9ss GOO10 4. 1AN95CAPFCOA17RACTOR-9HALL COORDINATEPLANTlN5T4.LLAT10N5EQUENC� AND VERIFY EXTENT WI-H PRO.JECTMANAGER. EXPIRAI ION DATE 08/3 /31/20 WITH /RR[SATJOA/ CONTRACTOR, 12. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FO,R Project No. 75728 5. ADJUSTMENTS IN LOCATIONS OF PLANT MAIERIALS MAY BE NIECE55ARY DUE ONE-YEAR FROM DATE OF OF ACCEPTANCE. PRIOR TO ENID OF WARRANTY Scale RE TO NEW OR EX15TING UTILTTE5 OR 51TE 013`TRUCTION5. SET NEW TREE5 A PERICD CONTRACTOR 5HALL REPLACE ALL TREE5, 5HRUB5 OR PLANTING5 NOT MIN. f t7 FROM NEW OR EXISTING UTILITY 0E5. ADV€5E PROJECT MANAGER ALIVE OR IN A I"lEALTHY GROWING CONDITION. Drawn RE BEFORE THE ADJU5TMEN'F5 ARE MADE. 13. ALL 51TE PLANTINGS Of TREE5 AND 5I'IRJB5 SHALL BE ALLOWED TO REACH„ Checked TJ G. ALL 5HRUB5 OCCURRING iq CONTINUOUS RDW OR FORMAL ARRANGEMENT AND BE MAINTAINED A-, MATURE HEIGHT; THE TOPPING OF TREE5 15 5HALL HAVE UNIFORM HEIGHT, 5PRE-'AD AND HABIT OF GROWTH. FOR PROHIBITED. 5HRUB5 XND TREE5 5HALL BE PRUNED MINIMALLY AND ONLY TO Date 03.06.2 PERENNIAL LOCATIONS, FIL. AREA. WITH QUANTITY GP PLAN'T'5 DE5IGNATED; 5UPPDRT THE OVERALL HEALTH OF THE PLANT. Drawing Title EVENLY 5PAC`D. 7. A MINIMLM OF 8" DEPTI1 C.' NEW TOP501L 51"ALL BE PLACED TIN ALL BED AREAS, BY 1AND5CAPE CONTRACTOR PRIOR TO PLANT iNaTALLA ION. BACKFILL ALL 5HRUB5 .AND TREES WITH 3ACKFILL MIX OF DNE PART COMPO)5T TO THREE LANDSCAPE ARCHITECT: LA N D S CAP 8. PART5 TOPSOIL. PLACE WEED BARRIER IN ALL SHRUB BED5= 5 OZ. WOVEN, NEEDLE-PUNCHED,PLAN YELLOW SPRINGS DESIGN POLYPROPYLENE FABRIC, C'VERLAPPING THE 5EAM5. a PO Box 472 205 PARK MEADOWS DR. YELLOW SPRING$,OHIO45387 LEASED AREA 91 (0)937-767-8199 (M) 937.654.8199 yel lowspringsdesign@bizwoh.rr.00m LICENSED IN: OH, KY, PA, IN, IL, MS, MI, VA, TX, OK, AZ, CO & UT Drawing No. L-1. 0 DENOTES EXISTING WI -LOW OAK 5TREET TREES (1) WILLOW OAK DENOTES PROP05ED LEASE AREA TREE5 (1) SCARLET OAK RAIN GARDEN LANDSCAPE PLAN PREVIOUSLY A'PROVED 5DP2000-G I /TMP 45-1 1 1 C IZI �D (1) BLACK GUM (5) CHINE5E HOLLY (5) NELLIE 5TEVEN5 HOLLY (5) HENRY5 GARNET 5 WEET5PI RE ( 5) CHINE5E MO (7) RED TWIG DOGWOOD / VIOC GANDER DRIVE A = 2,080 SF; H = 28'-11" 1 FOTHERGILLA (0) LITTLE GEM \ va 1 .cony C A R E � v / 3\ dev w FIRST GOLD /3 WEND1 LDSEo BK 4 q/ BK PARCEL#04! PARCEL B N/F FIRST GOLD LEAF LAND TRUST BK 865. PG 165 PARCEL#04500-00-00-1 11 CO 49546.9 SO. FT. O REMAINING PARCEL 5 LANDSCAPE PLAN 5CALE 1 "=20' 20 0 20 40 NORIH GRAPHIC SCALE (IN FEET) PLANT MATERIALS L15T - Th15 Sheet Only REMAINDER OF PARCEL B CANOPY CALCULATIOWS QTY- PLANT NAN":E MINIMUM 7 IN5TAI! ED 517E QTY. TREE CANOPY EACH 5r'* COVERA6;° ICY'iAL LEA5E MTA TREES 3 RIVERDIRCH - Betuia nlara 1 O'-1 2' tit- (315 3 397 1 1 9 1 1 BLACK GUM - Ny55a 57ivatic0, ]'cal. B/B 1 370 370 2 BALD CYPRE55 - Taxodlum di5tsdwm 10- i 2' i;t. BIB 2 79 158 1 5CARLET OAK - Quercu5 cocarea I " cal. 5/5 1 370 370 1 WILLOW OAK - Cuercu5 phelioa 1' cal. B/B 1 370 3; 0 UNDERSTORY TREES 1 5ERVICEBERRY - Ameiarich er grallddiora 0-7 ht. B/B or, corit- 1 77 77 EVERGREEN TREES 11 NELLIE R. 5TEVEN5 HOLLY - liex s `Neiiie R. Sievers` 5'-7' ht- 5/5 11 44 484 6 LITTLE GEM MAGNOLIA - Magnolia grandiflora bttle Gem 5'-7' tit. 5/5 6 82 492 SHRUBS 17 RED TWIG DOGWOOD - COrnu5 5erlca 24' 515 or #5 17 72 1 224 24 POTHERGILLA - Pothergiiia mayor 24' B/B or #5 24 20 480 20 CHINE5E HOLLY Ilex comuta 24" B/B or #5 20 14 260 24 HENRY'S GARNET 5WEET5PIRE - It --a vwglnlca 'Henrv'5 Garnet' 24' B/B or #5 24 G4 1 530 EXISTING TREE5 PLANT NAME QTY. FFUL CANOPY HACH 51' COVEFAG,- TO'.At. LEAsz AREA TREES WILLOW OAK - Guercu5 pheii05 ------ 6 370 2220 ZELKOVA - Zelkoia 5errata 1 452 452 LEASED AREA PKOP05ED FRONTAGE TREES - Refer to Sheet L- 1 .0 PLANT NAME QTY. TREE CANOPY EACH sF COVERAC,C 'G'AL LEA5c AREA TREES RIVERBIRCH - Betula nlgra "Heritage' 1 397 397 UNDERSTORY TREES CRAPE MYRTLE - LagerStroemsa :rdica x faurlei'Natchet -..---- 5 77 385 EVERGREEN TREES NELLIE R. 5TEVFN5 IOLLY - Siex x 'Ne Ile R. Steven 9 44 39G LEASED AREA PROF05ED ADJACENT 510-FILTER PLANTS - Refer to Sheet L- 1 .0 PLANT NAME QTY. TREE CANOPY EACH 5E" COVEPAGE TOTAL LEA5E AREA TREES RED MAPLE - Acer rubrurn 'October Glory 2 397 794 RIVERBIRCH - Betula nigra 'Heritage' 1 452 452 UNDERSTORY TREES NEL.L.IE R. 5TEVEN5 HOLLY - Ilex x'Neliie R. Steven' ------ 9 77 G93 TOTAL 1 12,821 SF CANOPY COVERAGE: 10% REQUIRED REMAINER OF PARCEL B ONLY PARCEL B 49,546.9 5P (- LEASE AREA 22,533.9 5F) = 27,01 3 51' @ I O% _ 2,70 1.3 5'= REQUIRED 1 2,82 1 51' A5 5HOWN LANDSCAPE ARCHITECT' YELLOW SPRINGS DESIGN PO Box 472 205 PARK MEADOWS DR. YELLOW SPRINGS, OHIO45387 (0) 937.767.8199 (M) 937.654,8199 yel lows pringsdesigri@blzwoh. rr.emi LICENSED IN: OH, KY, PA, IN, L. M5, M I, VA, TX, OK, AZ, CO & UT C E SO N N N N N N m o 0 0 0 0 C E W co co Z) � m w z ¢ z z 0- g W J w 0 0 ¢ w z k z R W z z z z CO 3 m 5 a W IL a- rn a > w F z F � z z as Fn LL Z 3 ILL o WI0I-�tImINI-IZI Lu cD N > Z = UJ LLI J J Ow U) o Z < 0 J 0 U) Z <T 2 Lu Z_ Lu J OFy i J Q CD 2020 CESO. INC `` % �- "NLTH o ROGER E. BEAL y r 1955 v,�oSO4/'E ARC��r: NAME ROGER L. BEAL REGISTRATION NO: LA 40G001955 EXPIRATION DATE: O5/31/2022 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 IH-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: Ild Trees to be saved; (� Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; (� Proposed trenching or tunneling beyond the limits of clearing. 2. Marlines: I� All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. j� No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storsee: 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: ® 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 Fencine: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. (� Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: Id When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: 13 When trenching is required within the limits of clearing, it shalt be done as faraway from the hunks 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: Id 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 REQUIREMENTS. CONTRACT PUZCHASER SIGNATURE 5/27/2020 (DATE) (DATE) 5/1/06 Page 1 of 1 3" DEPTH OF BLACK DYED MULCH LAYER - KEEP CLEAR WPiHIN A FEW INCHES OF TRUNK `OIL, DAVI WATERING BASIN BACKFILL: PLANTING5011-MIX PER 5PECIFICATION5 REMOVE TOP 1 /'3 OF BURLAP (MORE If POSSIBLE WITI•iCUT DAMAGING ROOTBALL) OR ENTIRE CONTAINER PLANT MOUND -COMPACTED BACKFILL UNDISTURBED 501L PLANT INSTALLATION DETAILS WIN I7rJ M Z�5lD 2 - 2" X 2" WOOD STAKES DRIVEN 18" BELOW PIT - ATTACH TO TREE WITH 18 GAUGE WIRE G" WRAPPED WITH H05E MIN. 4' MIN. DIA. SEE NOTE I . : '< Q BACKFILL: PLANTING SOIL MIX -- ° m i- PER SPECIFICATIONS 2 G" MIN. LEAVE SOLID 501L PEDESTAL GII MIN. DO NOT DIG DEEPER THAN BALL DEPTH FOOTBALL DIAMETER 2X FOOTBALL DIA. (MIN.) SHRUB PLANTING DETAIL 2" ±DEPTH CF GRAVEL MULCH .. 4 FINISH GRADE`•. ..................... ....uuD• GEOTEXT'ILE FABRIC/ WEED BARRIER UNDE GRAVEL. MULCH OVERLAP JOINTS AND TURN UP AGAINST WALL AND CURB ©GRAVEL MULCH INSTALLATION NTS NOTES: DO NOT PRUNE OR DAMAGE LEADER OF TREE ROOT COLLAR TO BE AT OR A LITTLE A50VE 501L LEVEL 3" DEPTH OF BLACK DYED MULCH KEEP MULCH AWAY FROM TRUNK 21`-3° SOIL DAM WATERING BA51N (4' MIN. DIA. FOR TREES PLANTED IN LAWN AREAS) EPOOFTBALL DEPTH OF HOLE A5 REQUIRED TO PLACE ROOT CDLIAP. 2" ABOVE FINISH GRADE DIAMETER UNDISTURBED 501L REMOVE TOP 1/3 OF WIRE BASKET 2X DIA. FOOTBALL OR BURLAP FROM KOOTBAII-(MORE IF POSSIBLE WITHOUT DAMAGING ROOTBALL) INDIVIDUAL TREES IN LAWN AREA5 SHALL RECEIVE A 4' MINIMUM DIAMETER MULCHED CIRCLE. SHADE TREE PLANTING DETAIL CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA A5 SHOWN ON PLAN S 7 1 4 Z�� � t- I NOTES: ^ I . NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING NOR SHALL MATERIALS BE STORED WITHIN THE PROTECTIVE FENCING. TREE PRCTECTION DETAIL N.T.5 TREE PROTECTION FENCE: HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" X 1 .5" OPENINGS; COLOR- ORANGE. STEEL POSTS INSTALLED AT 8'O.C. - 2" r G' STEEL T-POSTS OR APPROVED EQUAL. - MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE FLANS, - LANDSCAPE ARCHITECT: YELLOW SPRINGS DESIGN (❑PO Box 472 205 PARK MEADOWS OR. yy YELLOW SPRINGS, OHIO45387 _.. p (0) 937.767.8199 (M) 937.654.8199 yeliowspringsdesignQbizwoh.rr.com LICENSED IN: OH, KY, PA, IN, IL, MS, Ml, VA, TX, OK, AZ, CO & UT PESO N N N N N N N •n- � O N � 1 O O O O O (- W co W W N W z z (L a w m EL Z)3�1w > co Q Q Z w z g < g W a LU i- z ~ ELFD� EL J LLI z z a z I_ 3 LL LL �: LL Z O N! 0 O E a C O T 0©n®®0© V- CD 0) N N LU =Z UJ J LU J (> LU U Z_ W J > O� J Q (Q V 2020 CESO, INC TH ROGER E. BEAL 1955 L�;OgPE ARC' `;AMG: P.O GFR E. BEA1 kEGI51W1ION NO: 1 4000OI DPIFZA71ON DATE 08/31/2022 Project No. 757280 Scale REB Drawn REB Checked TJV Date 03.06.20 Drawing Title LANDSCAPE DETAILS Drawing No, L-1.2 GENERAL IRRIGATION REQUIREMENTS 1. THE IRRIGATION SYSTEM 15 DIAGRAMMATIC EASED UPON THE INFORMATION PROVIDED BY THE OWNER OR THE OWNERS 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, CONTROLLER5 AND OTHER RELATED EQUIPMENT SHALL BE DETERMINED ON SITE. MINOR FIELD CHANGES SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. IT 15 THE RE5PCN51BILITY OF THE IRRIGATION CDNTRACTOR TO BE FAMILIAR WITH ALL GRADE DIFFERENCES, LDCATIONS OF WALLS, 5TRUC-II AND UTILITIES AND MAKE THE NECESSARY ADJUSTMENTS TO ACCOMMODXTE THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS. THERE MAY BE TIMES WHEN IT 15 OBVIOUS IN THE FIELD THAT UINKNOWN OBSTRUCTIONS. GRADES OR DIMENSIONS THAT EXI5T MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, SUCH OBSTRUCTIONS SHOULD BE BROUGHT TO THE ATTENTIONS OF THE OWNER'S AULHORI7_fD REPRESENTATIVE. IN THE EVENTTHAT THIS NOTIFICATION 15 NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL A55UME PULL RESPONSIBILITY FOR ANY REVISIONS AND CO5T5 THAT OCCUR. 2. THIS SYSTEM SHALL BE IN5TAL.LED USING ACCEPTED AND QUALITY INSTALLATION STANDARDS A5 USED IN THE INDUSTRY. ALL MANUFACTURERS SPECIFICATIONS WILL BE FOLLOWED. 3. MAINLINE 5HNLL BE BURIED A MINIMUM OF 12" OF COVER AND A MAXIMUM OF 18" OF COVER. LATERA_ LINE PIPING A V INIMUM OF 12" OF COVER. ALL BACKFILL SURROUNDING THE PIPE SHALL BE CLEANED OF MATERAL5 L.ARGERTHAN I" IN SIZE. BACKFILL SHALL BE ADDED 'N G" INCREMENT5AND MECHANICALLY TAMPED. 4. SYSTEM DESIGN IS BASED ON PRESSURE AND FLOW INFORMATION PROVIDED BY OTHERS, STATIC PRESSURE WAS GIVEN AS 70 P51 AND THE SIZE OF THE P.O.C. IS AS INDICA1"ED 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 BOO5TER PUMP MAY BE NECESSARY IF T' iE REQUIRED PRESSURE IS NOT AVAILABLE. ADDITIONAL COSTS SHALL BE SUBMITTED TO THE OWNER . A5 A CHANGE ORDER. 5. PIPING SHOWN IN PAVED AREA WITHOUT SLEEVE 15 DIAGRAMMATIC AND SHALL BE LOCATED IN51DE OF PROPOSED SLEEVES, THE PLANTED AREA OR TURF AREA APPROXIMATELY I' FROM ANY HARD5CAPE. G. ALL VALVES SHALL BE PLACED IN VALVE 50X=5 AS SHOWN IN THE DETAILS AND ALL ELECTRICAL CONNECTIONS 5HA_L BE SEALED WTH WATERPROOF CONNECTORS. CONTROL WART SHALL BE SOLID COPPER WIRE U.L. APPROVED FOR DIRECT BURIAL IN THE GROUND. 5EE 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 15 TO BE VERIFIED PRIOR TO ANY INSTALLATION OF THE PROJECT. 8. THE IRRIGATION CONTRACTOR 15 RE5PON5161-E FOR ALL CLEAN UP ASSOCIATED WITH HIS WORK. 9. IRRIGATION CONTRACTOR SHALL ALL PROVICE THE FIRST WINTERIZATION, 5PIRING TURN ON. HEAD ADJUSTMENTS AND CONTROLLER MAINTENANCE IN BID. va $1�.com WALL MOUNT: \� 4 \ \ 1„ Drip / 4"SLEEVE I i �\ 4" SLEEVE 4" SLEEVE 3 �\ �^ DI 1I �4"SLEEVE O TO BE MOUNTED IN UTILITY ROOM NEXT TO SERVICE PANEL. FLOOR IN51DE BUILDING. O3 CFI RECEPTACLE AND LOCKWG SWITCH. I I OV POWER SOURCE FOR IRRIGATION TIMER. 5-E LOCAL CODE. ® !IRRIGATION CONTROLLER, MOUNT ON INSIDE WALL OF BUILDING. INSTALL 'WITH PVC ELECTRICAL CONDUIT (GRAY), WTFt LONG SWEEP ELBOWS. O LONG SWEEP ELBOW, ELECTRICAL CONDUIT (GRAY) 5CH40 PVC. SEE ELECTRIC CODE. © WALL BRACKET STAND OFF TO ANCHOR CONDUIT TO WALL. SEE LOCAL ELEC., CODES. OELECTRICALCONDUIT (GRAY),51ZE I" MINIMUM, FOR I I OV POWER SUPPLY. SEE LOCAL ELECT. CODES. ® ELECTRIC CONDUIT (GRAY) SCH40, FOR t.OW VOLTAGE IRRIGATION CONTROL WIRE TO REMOTE CONTROL ZONE VALVE. 51ZE TWICE THE 51ZE OF WIRE BUNDLE. RAINBIRD ESP CONTROLLER NTS SECTION / VIOC / GANDER DRIVE / A = 2,080 SF; H = 28'-11" / � \0 WASHED GRAVEL BETWEEN WALK 4 WALL \ / �7/ �— I" MAINLINE 4"SLEEVE k/ 1" MAIN W 4"SLEEVE / for Controller wires O //,�4" SLEEVE IRRIGATION DETAILS SLEEVE 3 O / SLEEVE / SITE IRRIGATION PLAN NORTH GRAPHIC SCALE (IN FEET) BUILUAG PLASTIC TIE DOWN 51 RAP RAIN SENSOR r �-MOUNTING BRACKET / WIRE TO IKP13ATION CONTROLLER SECURE WIRE WITH CABLE TIE BRACKET (I OF 2) NOTE: MOUNT SENSOR ON ANY 5URFACE WNCKE IT WILL BC FXF051FD TO UNOB5TRI;CTED RAINFALL BUT NOT IN MATH OF 5PRINKLLK 5PRAY. NO MORE THAN 300' FROM RECEIVER UNIT. MOUNT RLCBVLR UNIT NO FURTIi DP THAN 6' FROM CONTROLLER. RAINBIRD RAIN SENSOR N-S SECTION RAINBIRD DV-100 ELECTRIC VALVE NTS LINEAR 1_ENGIM OF WIRE, 'ROOF CONNECTION 2) ,OX b'JfTH COVER: SIZE �,RAL 01 OF MU1_CF1 CONTROL VALVE: d L) DV -1 80 NIPPt.E (CLOSE-) -! 40 ELI_ i 80 NIP?..E i I A5 REQUIRED) CIF 4) IN-W-.IPi.: -1 40 TEE OR Ell 40 MALE ADAPTER ERAL PIPE ., H MINIMUM DEPTH OF SHED GRAVEL 3;4 JNC�t �v SECTION IRRIGATION LEGEND 5YMBOL MAN I-FACTU RER/MODEL Rain Birc XCZ- 100-PRE Area to Receive Driphne Rain Birc XFD-OG-18 (22) 5YMB0L MANI-FACTURER/MODEL Rain Birc PGA Globe Rain Bird 5-RC X, Nibco TI-B BF Zurn 375 1 " © Rain Birc E5P4ME ® Rain Birc WR2-R5 Irngatior Lateral Line: PVC CIa55 200 5DR 2 I — — — — Irrigatior Mainline: PVC Class 200 5DR 21 Pipe Sleeve: PVC Schedule: 40 Valve Callout Valve Number # # Valve Flow Valve Size LANDSCAPE ARCHITECT: YELLOW SPRINGS DESIGN L PO Box 472 205 PARK MEADOWS DR. s"A YELLOW SPRINGS, OHIO45387 J(0) 937.767.8199 (M) 937.654.8199 yel lowspri ngsdes gn@lbzwoh.m.com LICENSED IN: OH, KY, PA, IN, IL, MS, M I, VA, TX, OK, AZ, CO 8 UT C E SO N o N N "N .n- 0 < C N O O N N NO O O 0 E a J N a N w rn 2 > DO W x z z g O rn a 3 w w [L n- o) w w > ILLj g U) m rn (_ ¢ ¢ w z z Oa z r z LL 3 LL ? o D V 1 N o z O O-) N LJI N > Z Q U� LU J J_ Ow o Z < ~ O o VJ Z — Q _ LJ1 Z U W J O� > J > Q Z /Q V 2020 CESO, INC �d'�J�' EPLTH p%L C) ROGER E. BEAL 1955 41PE � NAME ROGER E. BEAL REG15TKATION NO: LA 40GOOI D55 UPIRATION DATE: 05/31/2022 Project No. 757280 Scale REB Drawnon Checked TJV Date 03.06.20 Drawing Title SITE IRRIGATION • �, Drawing No. L-2 . O