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Home My WebLink AboutSDP202000051 Plan - Approved Final Site Plan and Comps. 2021-02-17OWNER/DEVELOPER: VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 CONTACT: GARLAND WATKINS PHONE: (804) 840-1992 EMAIL: GARLAND.WATKINS@VALVOLINE.COM ENGINEER: CESO, INC. 3601 RIGBY RD, SUITE 300 MIAMISBURG, OH 45342 CONTACT: KELLY SCHWIETERMAN PHONE: (937) 401-3413 EMAIL: SCHWIETERMAN@CESOINC.COM CONSTRUCTION MANAGER: VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 CONTACT:JOHN CULLEY PHONE: (859) 221-8641 EMAIL: JOHN.CULLEY@VALVOLINE,COM ARCHITECT: CESO, INC. 175 MONTROSE W. AVE SUITE 400 AKRON, OH 44321 CONTACT: HEATH MINYARD PHONE (479) 321-3225 EMAIL: MINYARD@CESOINC.COM GOVERNING AGENCIES AND UTILITY COMPANIES: VARIOUS UTILITIES THAT DO WORK WITHIN VARIOUS PARTS OF THE CITY/COUNTY ARE LISTED BELOW AS AN INITIAL AID TO THE ENGINEER. PLEASE VERIFY LOCAL UTILITIES IN THE VICINITY OF THE SITE AND INCLUDE THEIR CONTACT INFORMATION ON THE PLANS ACCORDING TO THE FOLLOWING FORMAT: WrTf s 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 45-111 C 04500-00-00-111 CO 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: 1O' X 18' 1O' 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 • Ali ju 'ff*_ 1,4 FITI, III d ti!14�11� 1 11 q mmlllll l�� 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 ABUTTING PARCEL MAP V=100' TM 45-110C ZONING: HC �CEL ID: 04500-00-00-11 JSE: SHOPPING CENTEI 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). 4CHARLOTTESVILLE VIRGINIA RICHMOND . ROANOKE LOCATION MAP NO SCALE VICINITY MAP NTS CHESAPEAKE PHASE I (SDP2006-61) OVERALL PARKING PHASE I BLDG SUMMARY CHANGE REVISED BLDG SUMMARY RETAIL USE (S,F.) 1025 -10250 0 BANK USE (S.F.) 3090 3090 FOOD USE (S.F.) 5000 -5000 0 OFFICE USE (S.F.) 65650 -15250 50400 GROSS FLOOR (S.F.) 83990 53490 GROSS LEASABLE AREA (80%) (S.F.) 67192 42792 REQUIRED PARKING STALLS PER 1000 S.F. 4.75 4.75 REQUIRED PARKING STALLS 320 204 VIOC REQUIRED PARKING STALLS 12 12 TOTAL REQUIRED PARKING STALLS 320 216 LOADING SPACES REQUIRED 4 -1 3 PARKING STALLS PROVIDED 322 (7 HC) -4* 318 (7 HC) LOADING SPACES PROVIDED 4 -1 3 * 15 PARKING STALLS REMOVED AND 11 PARKING SPOTS ADDED FOR A NET CHANGE OF (4) STALLS FROM APPROVED SITE PLAN SDP2006-61 SURVEY PROVIDED BY: U.S. SURVEYOR 4929 RIVERWIND POINTE DRIVE EVANSVILLE, IN 47715 CONTACT: MICHAEL FELDBUSCH PHONE: 1-(800)-867-8783 EXT. 208 MFELDBUSCH@USSURVEYOR.COM CESO PROVIDES NO GUARANTEE TO THE ACCURACY OF THE SURVEY PROVIDED BY U.S. SURVEYOR. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID AND CONSTRUCTION. 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 Dig With 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. ,S0, is 19. sell 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 N O o N O N O N O N r o 0 0 0 0 r DO m 'IT CQ g g W 07 a a 0 J J a.a. z z Q 1: r m co z 0- 0 W W w 2 W z U) 0- W w w H W U J W Q z z 0 0 E C 0 .D W .0Ir-I(0ILoIIIN1-1zI O O� N Uj > z Q W = J _J U 0w z~ �0 ry 0 Q z _ WU z W J > > I.1J d z Q 2020 CESO, INC r..-'ZAC,,A,Y LTH pDAVID SHNER 0402060785/� Project o. j157280-01 Scale AS NOTED Drawn BAB Checked TJ V Date 03.06.20 Drawing Title TITLE Drawing No. Cl1 O 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. `" / TOC=459.54'' � Q ,� �\ 2. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER LOCAL PROJECT SPECIFICATIONS. INV=455.51' ` =<�Qoo� 3, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL STATE/LOCAL ONE CALL AND CONTACT ALL UTILITY 'roc 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 / Q / IS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITH THIS WORK. P , 0 • C • q \�! 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES , LEASE Spyq�r SHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION REGULATIONS. N �TBM#1 4y9 ' >/2 FOUND "REBARGY/ . / 5" OAK /NC LNCAP / 5. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION L / F Q P • ( • P • / APPROVED BY THE GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FOUNDATIONS, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING 5" OAK �`r� D 6s. SD2A•4 00' LEASE / PLANS CAN BE CONSTRUCTED, ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE "CPP 3�/ j E 4 /g W PLANTERS B N/FAN& TRUST `" MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS SPECIFIED IN THE PGYERESMTEC o r� f� COBK A4 59.NY F GR32 ►A FOUND 1/2"REBARW1 0) GEOTECHNICAL REPORT. / DEMOLITION AND DISPOSAL, HE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR �. 993925 �i ,. G \ S ' PARCEL#04500-00-00-111A0 L/NCOLN04P a 7 • qsp N PGS52 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL 8 ®\ \ S`7 . F / FOUND 1/2"REBAR ' TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL 6 9�, rS 3 GI//L/NC0ZN � �� AREAS WHERE FALL PROTECTION IS REQUIRED. \ �s E O CAP 5„ � CONTROL AK LE ER!//C 39 ,( / 7. CONTRACTOR MAY LIMIT SAW -CUT AND PAVEMENT REMOVAL TO THOSE AREAS WHERE IT IS REQUIRED AS -� / l \ 5" ELKOVA 1 / / / SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED TO ANY OF THE OB4 •� / �/ '\ / SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND 4 / 2 \ \ S S / REPAIR. 7 �� 20.00 l \ \ ss•�S' r ,. / M � 6 7 7/ �, 8. SAW -CUT AND REMOVE TO FULL DEPTH AT ALL PAVEMENT/SIDEWALK LIMITS OR TO EXISTING JOINTS. / 5" OAK -�- � a �/ C/TF \ ``� �\�" . s4, o 3 O � ,, 4g. 4 �''�Q �a�� LO, ESl//CLEF MT Q \, �y \F 4 9 O ,�1,° / s 9. CONTRACTOR SHALL MAINTAIN A WELL -DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUCTION. 6 ,^//�/>.D \ �\ 20 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. ( 44 ,N j 8 / I 45� 5 lo Q' l 4 `V� l �'r� I VACANT 1 11. EXTENT OF DEMOLITION WORK IS NOT LIMITED TO WHAT IS SHOWN TO BE DEMOLISHED ON THIS PLAN, �q CENTRAL TELE. CO. ESMT 9�' N BUILDINGS AT j DEMOLITION WORK MUST BE COMPLETE SO THE PROPOSED STRUCTURES AND APPURTENANCES CAN BE 093919 /`i' �,� TII E OF SURVEY / ♦ CONSTRUCTED. 4;? PGS999 / Q LEASE -� 2T533.90 Sq. Feet ' ! _ / 12. ALL POTENTIALLY HAZARDOUS/TOXIC MATERIALS MUST BE REMOVED FROM THE SITE PRIOR TO / use Z = 0.52 Acres DEMOLITION, AND PER DIRECTION OF THE ENVIRONMENTAL ENGINEER. TOC=456.94' w o / / LAT. 38°05'27" N / INV N=453.09' / ,� �� LONG, 78°28'05" W ® 2 40 13. FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTING `-- INV S=453.03' � �1D.0D� 8 / / FROM THE REMOVAL OPERATION. FOUND 1/2"REBA dY� - 14. ALL MATERIALS AND STRUCTURES DESIGNATED AS "TO BE REMOVED" SHALL BE DISPOSED OF OFF SITE L/NCOLCAP 5" OAK j / TOC= 3.15 d �`• / �' !/AR/ABLEGY/OTH. AND AT THE COST OF THE CONTRACTOR. V= 39.82' \ p � EASEMENT 3 ' OB3577PG651 15. DEAD SEWER CONNECTIONS OR MAINS BEING REMOVED SHALL BE REMOVED TO THE RIGHT-OF-WAY I 1 i ' \\ / q (UNLESS PLANS OR UTILITY OWNER SPECIFY OTHERWISE) AND SEALED AND MADE WATERTIGHT. c /INV=441.75' SA'%' ( � 4 7 / s 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 4 REPORT. N�f�LL, �fi LY 0� G V T /%x"`�/ ```•� B \\ �' � FIRST GOLD LEAF LAND TRUST 17. THE CONTRACTOR SHALL STRIP AND REMOVE (OR STOCKPILE) ALL TOPSOIL PRIOR TO COMMENCING WITH co n\ h / ��, \ /,500 / WENDELL W WOOD, TRUSTEE ANY EXCAVATION OR DEMOLITION. 6 446 7 ' }�\ HL�O.OD \ // Fo c PARCELL#04500 OOG OZ 1 1 100 I�l �� /may/��a6`� 6N G OLIO'` c o Yr I / / 2' f166L 449 /0 &7iY�4V 07TESI�/ZZ211- H L sgti / TOC=456.64' h Z ^� l I ' I ALB RLE OB49 \ / INV=446.69' / / 1 �ll lI I ,SS!/1/ S'MT \\-� \ 1 L fOUNLJ 1/2"REBAR PY/ ZINCOZN04P CT i, 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' 4 LM N 24.42'36" E 15.41' 20 0 20 40 GRAPHIC SCALE (IN FEET) L110 vo✓V PGS32 �3�oe Fq orti pO 641 36 \�\ F 6 \ 016' 30' -/ ALBEMARLESERVICEAUTHOR/TYESMT ,OB4332 PGS264 � S 6�\ E 160 30'PR/VATEACCESS \ \ EASEMENT \ \�� 84659PG172 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 IN WATER LINE G GAS LINE ONE OVHD ELECTRIC LINE UGE UGND ELECTRIC LINE UGT UGND TELECOMM LINE -- -®- >DD - ®---• MAJOR CONTOUR - - - - 102 - - - - MINOR CONTOUR nonnonnnnnnnnnnnnnnnnnnnononno GUARDRAIL V 7 / / / A NO BUILD AREA MONUMENT FOUND c7p CLEAN OUT MAG NAIL FOUND ®D STORM DRAIN MANHOLE BENCHMARK j SEWER MANHOLE `" WATER VALVE o TELEPHONE BOX wp WATER METER OT TELEPHONE MANHOLE /U HYDRANT Tc TELECOMMUNICATIONS PEDESTAL FDc 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 Dig With (DC)Q 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. C C��3�7 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 (`t N N N N N N N 7 7 O N � C? O O N 8 o - o 0 0 0 0 0 0 E J � F- 0 0 N U > U) M 0 W N cr_ w m ° a m Q 4 z U) z z z z 2 zz -�� W 3 g W m W> F � � g t � � o W o7 rn 0-� � w pQ Z Z Z 0- Z E ¢ u � ? o 00 1` (fl L0 � (1) N - o z • • LIJ LIJ 5 iSy� Z • • LIJ 0 2020 CESO, INC F,A LTHO� ZACHARY DAVID FRESHNER 1, No.0110906078 o EE 0 0 O. Project o. 757280-01 Scale AS NOTED Drawn BAB Checked TJ V Date 03.06.20 Drawing Title EX. CONDITIONS & DEMOLITION PLAN lAwinq No. c2.0 w J 0 w U N Z 0 w Lu 0 a 5" OAK - >5'VIRG/N/AEZEC. S PGYERESlYT OB3925 PGS52 O C-1/ _ z7 O qI 'Q 01R W CENTRAL TEZE. CO. ESMT � �~ L783999 > PGS 999 LINE BEARING DISTANCE L1 R N 30°32'19" E 18.56' L2(�A) 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' ,0 CODED NOTES: 1. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE AND PAVEMENT MARKINGS. REFER TO CONSTRUCTION DETAILS. 2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO CONSTRUCTION DETAILS. 3. FLUSH CURB 4. TRANSITION CURB TO FULL HEIGHT IN 10' 5. PROPOSED PAVEMENT MARKINGS. 6. ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS 7. CONCRETE WALK, PER CONSTRUCTION DETAILS 8. CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT, PER CONSTRUCTION DETAILS. 20 0 20 40 9. PROPOSED MONUMENT SIGN, PER SIGNAGE PLAN. GENERAL CONTRACTOR TO PROVIDE ENTIRE BASE FOR MONUMENT SIGN. 10. DUMPSTER ENCLOSURE & CONCRETE PAD. SEE C7.2. GRAPHIC SCALE (IN FEET) 11. LIGHT POLE BASE, PER UTILITY DETAILS. 12. PROPOSED BIKE RACK, PER CONSTRUCTION DETAILS. 13. GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR BELL RINGER. CONDUIT TO BE INSTALLED UNDER CONCRETE SIDEWALK, ADJACENT TO BUILDING, AND STUB OUT OF CONCRETE CURB. REFER TO ARCHITECTURAL PLAN, A3.2, FOR ADDITIONAL INFORMATION. Dig With QQQ 14. CONDENSING UNIT. REFER TO MECHANICAL PLANS. 15. GENERAL CONTRACTOR TO PROVIDE ANCHOR DIAMOND PRO RETAINING WALL OR EQUAL. RETAINING WALL FACADE TO HAVE SMALL FORTY-EIGHT (48) HOURS BEFORE DIGGING IS SCALE BLOCK WITH MUTED EARTH TONE COLOR. SEE DETAILS FOR TYPICAL SECTION. SEE GRADING PLAN FOR ELEVATIONS. HEIGHT TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA VARIES (MAXIMUM HEIGHT OF 4.25') ONE CALL AT 811 OR (800) 552-7001 AND ALL 16. GUARDRAIL PER VDOT STANDARD DETAIL GR-2. OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS 17, PROPOSED UTILITY EASEMENT. SEE UTILITY PLAN PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. 18. PROPOSED CROSSWALK PER VDOT STANDARDS. SITE PLAN GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS, INCLUDING BUT NOT LIMITED TO O.S.H.A. STANDARDS. 2. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE, BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT, 4. REFER TO CONSTRUCTION DETAILS / GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS. 5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE STATE SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). 6. 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. 7, 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. 8. ALL SIGNAGE SHALL COMPLY WITH THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH THE STATE DOT AND THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. a. LANE LINE: 6" WHITE b. PARKING STALLS: 4" WHITE C. STOP LINE: 24" WHITE d. CROSSWALKS: LONGITUDINAL 24" WHITE (PER VDOT STANDARDS) e. HANDICAPPED STALLS: 4" YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS 10. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE. 11. ALL LIGHT POLES TO BE LOCATED 2' FROM BACK OF CURB AS MEASURED FROM THE FACE OF POLE FOUNDATIONS, UNLESS OTHERWISE NOTED ON PLANS. 12. ANY SIDEWALK, EXISTING CURB, OR PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPLACED, 13, PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED. 14. HANDICAP REQUIREMENTS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIREMENTS. DEVELOPMENT SHALL BE IN ACCORDANCE WITH FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES, 15. PRIOR TO FINAL ACCEPTANCE OF STORE BY OWNER, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH, 16. ALL CURB RADII TO BE 5', UNLESS OTHERWISE NOTED ON PLAN. 17. KNOX BOX FOR FIRE ACCESS REQUIRED FOR BUILDING. LOCATION TO BE COORDINATED WITH FIRE MARSHAL'S OFFICE. ENLARGED PLAN: ACCESSIBLE PARKING AREA 1"=10' EXI5TING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING FEATURES LEGEND PROPOSED BUILDING CONCRETE CURB PAVEMENT/WALK C - p 4 ,. . CONCRETE + + + DUMPSTER CONCRETE PAD CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT ASPHALT PAVEMENT OPARKING SPACE COUNT DETECTABLE WARNING MAT. LIGHT POLE CONCRETE BUMPER BLOCK ARCHITECTURAL REVIEW BOARD NOTES: 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. s 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-8584 FAX: (868) 208-4826 N 00 O 0 N O - N O = N N o N - 0 N - 0 N O 0 N N 0 � 0 J � 0 � o m W a U) w o > w N � a_ g w a a U)ca CO a a 3� J) U) J > c) Q Q z co z z z z m z g�: w SD g a w m m m W a W > h tw_- F zQQ tw_- OWWO a U) J W a z z z z � 0- Q L Ii Ii Ll.. z O co r co �t m N - Z T_ C) 0) N N LU z < Lu r U� - cn Ow o � 0 Z= WU zw =, > clL J > W z Q 2020 CESO, INC V,&I'THOF�l� LACFIARY DAVID FRESHNER Lic tNo. 0402060785 / -.7�- FEB 0 8 i Project No. 757280-01 Scale AS NOTED Drawn BAB Checked TJ V Date 03.06.20 Drawing Title SITE PLAN G t-Drawing Dill No. C3.0 1021 C• w J _J U) L7 Lu - 0 a U CD N In ti W z 0 W U W 0 ry ratio l LEGEND 5" OAK FOUND 1/2 RE94RW/ / EXISTING LNC.4P � ,�� / F REFER TO EX. CONDITIONS AND DEMOLITION 459.00 (M.E.) D ss S 24,6 pp. \ h PLAN SHEET FOR EXISTING LEGEND ITEMS 1 44 / 9r N/F ,. W PLANTERS BANK & TRUST PROPOSED TC=459.51 ' , COMPANY OF VIRGINIA °j BC=459.01 BK 4659. PG 32 0 PARCEL#04500-00-00-1 1 1 AO 1�� / 11711111711777777 BUILDING 4 458.92 `` ` . S°rS �Sp/'q<T = / TC=458.06 �\ 320 MAJOR CONTOUR TC=458.26 S BC=457.56 BC=457,76 C Mao' s 0 ' F 60 , 31 322 1 MINOR CONTOUR 5 -OAK I �; � � S � _ � / �� -- STM STORM SEWER 3 TC-458.49 /s��la�+� �% / 458.47 f 458.45 I �� 9 �) BC=457.99 / !601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 h I S" ELKOVA Co0 CLEAN OUT PHONE: (937) 435-8584 FAX: (888) 208-4826 TC=456.67 .. / � BC=456.17 TC=457.04 �. �,. S sge TC-458.76 S 6 �/ / p DOWNSPOUT CONNECTION / _ 4r �. F "� °�lS `2��\ hd%�� MANHOLE o 0 o ry o c�v o /� BC=456.54 1 N N N N N N N N TC=456.40 3"~ e. h BC-455.90 r 5" OAK off' 1 ,� \ 4, p %/ TC_458.94 �/ , 4g9 , .�o�°/��0 20 0 20 40 BC=458.44 / TC=458.10 F ? r o o 0 0 0 0 / - iR CURB INLET TC-456.68 - ` BC=457.60 49 o 455.58 BC-456.18 TC=457.72 f fR� ( S � '�M = ��`" /// �'/ / TC=456.52 BC=457.22 F.., p TC=456.98 M.E. CATCH BASIN jBC=456.02 O ® TC=456.98 BC=456.48 (M.E.) GRAPHIC SCALE (IN FEET) XXX.XX �'�/ 1 BC-456.48 FINISHED GRADE ELEVATION Q ® 4 ; VJ( 457.65 /f� TC 456,93 �p s \ TC=456.67 / ® ® TC=457.60 TC=456.77 TC=XXX.XX TOP OF CURB ELEV. / �, BC 456.43 BC=456.17 BC 457.10 BC=456.27 O CODED NOTES: J Gj� f 457.58 / �0 456.94 `� TC=456.96 1. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 10' (UNLESS TAPER BC=XXX.XX BOTTOM OF CURB ELEV. "�' ° 457.14 BC=456,46 LENGTH NOTED IN PLAN) 1Q1,7f' �\ §W / / �\ SW-�'� TOP OF SIDEWALK ELEVATION ,�''a � �,.�...�. -✓ / r,r. _ _.--•- 2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO ,�C 456.01 - y CONSTRUCTION DETAILS TOC=456.94' f '�► / O TW=XXX.XX TOP OF RETAINING WALL INV N=453.09' / TC=456.94 / VIOC 456.94 IIIir\� 3. TRANSITION FROM EXISTING CURB TO BACK OF CURB. SEE DETAIL ELEVATION `- INV S=453.03' Q O % % / �'' � / 455.89 (M.E.) o BC=456.44 / GANDER DRIVE / THIS SHEET. BW_y,�,� BOTTOM OF RETAINING WALL u) TC=456.94 456.94 / A = 2,080 SF; H = 28'-11" / 1 456.70 456.44 FIFE = 457.04 \� 4. TREE PROTECTION. VERIFY LOCATION WITH OWNERS ELEVATION BC=456.44 / / TC=456.94 REPRESENTATIVE ON -SITE. SEE LANDSCAPE PLAN FOR DETAILS. ¢ U) 455.66 0, EXPOSE BACK OF CURB 6 (M.E,) MATCH EXISTING ELEVATION o 5" OAK "s, �► / BC=456.44 / OAK /' 1.... _ 56 455.54 (M,E.) // EXI CURB >/ / TC=457.10 N WASHED TC TOP OF CURB m o' 1 .1 WASH GRAVEL / a✓ I l� \ ® `� / 456.94 BC=456.60 2:1 (SEE LANDSCAPE PLAN) w BC-456.32 �/ � / 1 = // �' _ _ �•- BC BOTTOM OF CURB z w TC 456:94 f- N �'-1 I I� � �I I I, � �-i i i- x.xx% J � N � BC=456.44 / 455.12 + o0 pW - -I / •- SLOPE ARROW ¢ ¢ g g f TW=451.88 ( TC=456.94 / A w jj BC-456.44 / TC=456.79 TC=455.44 �^'"�`� '' ® 0- 0- 0) BW-4 �.-. �J TC=456.53 c PROPOSED GRADE BREAK ? O O / �,, „ BC=456.29 BC=454.94 m C° a. a � R p 455.00 (M.E.) ® w f' N - / ! jlf".` �..�~ .. < BC=456.03 �s _ N/F CURB CO �S TC-456.94 FIRST GOLD LEAF LAND Tf F=- z ¢ z W p� 456.63 - 454.94 / WENDELL W WOOD, TRUS v c� ¢ ¢ rn c; n v� /'1 h��,% - TW-456.02 C EXISTING CURB TO PROPOSED CURB TRANSITION z TC=456.94 BC=456.44 BK 4659. PG 32 z z z z A d 456 TC=456.75 Fo c N.T.S. t- m g q %�> BW=452.10',,.`BC=456.44 PARCEL#04500-00-00-1 w g g a w 456.21 C BC=456.25 454.78 (M.E.) cn a a a �n a w f / �✓ r 44 GNO I �, _ co TC=455.36 0 Q tw tw fw_ z t= J J o GRADING PLAN NOTES: O U �/ w TW=456.54 ;4S6 BC-455.63 BC=454.86 0 J J J_j w co N / n BW 452,38 - 455.92 TC=455.33 1. ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A VALVOLINE INSTANT OIL CHANGE REPRESENTATIVE. n ¢ ¢ ¢ O ¢ g z Q ^ ,� / �- - wo 2" IiOL;,,H gssQ. 456.23 TC=455.10 o� _ _ _ BC=454.83 ~ a z z z a z 0�7 M `p3 % BC 454.60 2. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY, AND STATE DEPARTMENT OF TC=454.99 i6.64 v� ~ 1 ` 454.52 ` BC=454.49 TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS. N o 0.69' � � TW=456.27 ° , t •2 2 z %� BW=454.13 TC-455.02 / 454.38 (M.E.) � � - D� 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THE r % OA I 4 `ti ~ TW-455. I , , , ` MAG I BC=454.52 7 o/ 454.41 °Vo CONTRACTOR SHALL CONTACT THE STATE ONE CALL SYSTEM AT LEAST THREE (3) WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS. MULTI -TRUNK ' BW=454.43 ,� ` CO 454.43 N� RIVER BIRCH] °, TW=454.48L� 454,31 (M.E.) / 4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. kt:f/ _' .. ` BW=454.45 " 455.12 1 ~ _ 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. N `y ` MULTI -TRUNK `� L '� - TC=454.92 CV �'\��,/� , TC=455.12 BC=454,42 f TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION. RIVER BIRCH \ BC=454.62 454.33 W v / I j TC=454. 66 6. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC,, AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB -OUTS, INCLUDING ROONFOOTING \ 1 \ 454.92 / MULTI -TRUNK l BC=454.46 DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. / h 4I K /\\ I l}` / 1clo0 RIVER BIRCH �� \ )i0L l� D / / / ! \ Z Ll.l / J " - . /, �\ \ k� I TC=455.31 (M.E.) Q �r chop o Y ''i BC=454.81 (M.E.) 7. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. _ �I 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. _) L1.1 S QqS /FF>'OMAPPR01/EO 9. UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED, A0 6S° /S 1 I+ i I-- h� \ Sp 36100E B c o® /- / 6 � FqR/ r �' J 1 10. ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE DIFFERENCE OF 6 +/- DEPENDING ON FIELD CONDITIONS AT Z 0 S°S0, �9S NC 1 THE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES. Q J PARCEL B ti 6 t72 (R) l �/ / 11. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURING CONSTRUCTION TO THE (n N/F N/F /9S p &`� ' �' ✓ / ORIGINAL CONDITION OR BETTER. Z ( J r = FIRST GOLD LEAF LAND TRUST / / `� PTAP INVESTMENTS LLC ET AL 8 iM ,! l /l +' E T U BK 865. PG 00 C BK 4659. PG 32 J / f " w 12. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES 0 THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. W PARCEL#04500-00-00-1 1 1 CO PARCEL#04500-00-00-1 1000 / // � % I 49546.9 AQ. FT LINE BEARING DISTANCE c,o0 j�/ /� J �/ / 13. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF z Lu / J DISTURBANCE AND NOTES. o L1 R N 30°32'19" E 18.56' / I f L2 M N 30°35'40" E 18.55' c/o® / / '' I '` L3 R N 24°44' 19" E 15.37' / / ' /�// �. 14. THE CONTRACTOR SHALL COMPACT FILL UNDER ALL PARKING, BUILDING, AND DRIVE AREAS AS DIRECTED BY THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. J L4(M) N 24°42'36" E 15.41' �/ �%� �! / ; I TBk �/ 15. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER. j W 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 M CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS z 7 X7 EVEN% OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB. Q TC=457.72 TC=457.04 TC=457.93 1 TC=455.44 BC=456.54 BC=457.22 17. ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. TC=456.94 TC=456.94 TC=456.52 BC=454.94 454.94 r BC=457.43 ' © 2020 CESO, INC BC=456.94 BC=456.44 BC=456.02 ,, ( TC=457.45 TC=457.67 18. SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE. (;Q � f I I !•" , � TC=456.93 BC=456.95 BC=457.17 TC=456.94 2 TC=456.87 TC=455.36 ' BC=456.43 457 / TC=457.64 19. VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINIITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS. D�L`i'Hp1''T�1� BC=456.24 BC=456.14 / BC=454.86 , / BC=457.14 / 20, ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION, '-Cl g © TC-455,36 I I i � - TC=456.68 ----, d 457.64 0 457.14 ' o o Z�FRES INER CHARY ID 456.41 BC=456.18 % 457.34 21. ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF 2 /o AND A MAXIMUM LONGITUDINAL SLOPE OF 5 /o, UNLESS BC=454.86 , 0 456.33 �� IN AN APPROVED ADA RAMP. Lie. No. 0402060 85 TC=455.36 TC=456.55 TC=456.68 457.14 `� BC-454.86 'i, TC=456.98 � TC=456.68 TC=456,91 TC=456,25 - BC=456.05 BC=456.18 BC=456.48 BC=456.18 22. CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO �S BC=456.41 BC=456.25 J a CONSTRUCTION, y�S� L ~ 456.78 TC=456,94 TC=455.10 s ' 23. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BE ACCURATE. PRIOR TO ANY BC=456.44 BC=454.60 456.98 �S TC 456.55 _ SW=457.04 W I I o CONSTRUCTION ACTIVITIES CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS TO VERIFY LOCATION DEPTH SIZE ETC. OF EXISTING UNDERGROUND SW-456,92 _ - _ _ _ _ SW=456.93 456.44 Project o BC=456.05 _T ' UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED, ADVISE VALVOLINE CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR 757280-01 r ® DISCREPANCIES. Scale AS NOTED TC-455.06 I .� SW=457.04 456.85 456.78 Drawn 456.21 456.12 455.92 SW=457.04 - 457.07 NET O 0 � BC=454.56 Checked .� r.® .� ® ore, �,.. .... �, „ w Ii:.. ,� s. TC=456.93 FFE = 457.04' I 456,70 TJ 0 Date 456.94 I TC=456.94 TC=457,10 �� t�+ 03.06.20 BC=456.43 I I 456.94 ENLARGED PLAN: SOUTH PARKING AREA .,o., ,�, ,..,® ®.. ,.... �. �, ,,.o., .... �,...,� „�,�, BC=456.44 BC=456,60 .� Dig With (�QQ Drawing Title 1"=10' p� ENLARGED PLAN: NORTH PARKING AREA & TRASH ENCLOSURE 1" =10' FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL GRADING PLAN 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. Drawing No. �5,� C4.0 -0 79k1#1 ' FOUND //2"REBARWI " OAK L/NC LN04P 00, OAK c ( 0 6S./ S `25!•� 3) 47 • lg.• LV PLANTERS BANK & TRUST COMPANY OF VIRGINIA qtv BK 4659. PG 32 P / PARCEL#04500-00-00-1 1 1A0 sr'c + `� Qf + .3 + + /+ + +s + ,+� + + + � O� °rye � / li + + + + + � + / + + + ��-' �+ � ---�- + I+ + + + + �4 / 2 TOC=456.94' ,/ w4 / �`45s1/+ +++ +++++++++ "� + + + + + + INV N=453.09' O / J / / _L + �- INV S=453.03 J / /'� f- + + + -I- -I- + + 41 + + - DRAINAGE AREA E1 + + + I I + + AREA = 0,230 AC + \ DRAINAGE AREA E2 1+ -I- -I- INIPERV - 31 /o + + + AREA = 0.327 AC + + + + C = 0.49 5" OAK ) AK / ® +. + + IMPERV = 0% + +' rn `*NOLI + + + 41 J J\ r 2" R06L �iV� 2\H�LLYI I + + N qk� '` \\\ ��\� ►�.10' ' . ` " H 0 Ll'` SA'� + S.69 / / \ \ \\ •? 2 L r \MULTI-TRU �IVECH\\\� , 2�,a� A. 2" LL CID fULTI TRUNK 2" HOLLY W / VER BIRCH o0 RIVER BIRCH / 4" OAKIk" I_Y N V4� .`�4,)°QP /zo o zo ao �u 4CO CO N/F FIRST GOLD LEAF LAND TRUE WENDELL W WOOD, TRUSTEE c BK 4659. PG 32 PARCEL#04500-00-00-1 11 C Al- -� � S 6S A�g -so 3s,oF S/TEPLAN/ 3s>> s PARCEL B N/F \ / N/F 79S �y `'✓` J FIRST GOLD LEAF LAND TRUST '� / \.� PTAP INVESTMENTS LLC ET AL*0(9 c• J BK 865. PG 165 C BK 4659. PG 32 PARCEL#04500-00-00-1 1 1 CO PARCEL#04500-00-00-1 1000 49546.9 SQ. FT. 1.14 AC. LINE BEARING DISTANCE L1 R N 30.32'19" E 18.56' L2(M) N 30.35'40" E 18.55' L3 R N 24'44' 19" E 15.37' L4 M N 24-42-36" E 15.41' Jo RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE LEGEND DESCRIPTION COVER AREA AREA 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 + + + + --I- 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 GRAPHIC SCALE (IN FEET) E S("D 00ro EXISTING DRAINAGE OVERLAND RUNOFF - (2 & 10-YR STORM) PROJECT: VALVOLINE INSTANT OIL CHANGE - CHARLOTTESVILLE. VA 10-Yr Drainage Total Area 2-Yr Rainfall Composite Runoff Runoff Description T� Rainfall Area (Acres} Intensity Runoff Coeff 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 Overland runoff to existing BMP facilities 0.33 5.00 5.04 6.54 0.30 -_ 0.50 LE2 0.�64L *Mininum Tc of 5.0 minutes ** i = B / (Tc + D)^E. B, D, E factors according to VDOT Drainage Manual App 6C-2 LEGEND EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS .MI DRAINAGE BOUNDARY wy FLOW ARROW 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 CD CD 0 0 0 0 0 N N N N N N N N C� O O N 7 O N 0 C) C) CD CD co O E c m m W = o c z z W 0- M J f_ f J J a a Q d Z Z Q tL u. L i =WJO E 0 0 in E s C 0 W 'Q > W W J R' S W W ' J C Q z z 5 W a W > z WI- � O Q z ' o- z iz Z O d z rn N (D> Z LLJ U> J U) OW f- I_ � Zo U) Q Z = LLI U Z LLl J O� J Q ry > W Z Q C� 2020 CESO, INC o��F,ALTt30�� C' ZACHARY DAVID FRESHNER Lie-INLo. 0.4102060,71i 5 Project Nt Scale Drawn Checked Date 9 C)® � Drawing Title Di With FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE THE CONTRACTORS SHALL 757280-01 AS NOTED NET TJV 03.06.20 NOTIFY THE FOLLOWING AGENCIES: VIRGINIA EXISTING DRAINAGE ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. Drawing No. �1I A�7,! C5.0 �y9 / 5.. 5/6AK 7 / 5" OAK i Pq • / �°6 •rye/ z 5" C / / / i6.64' 5.69' e 7 L( 4(M) w<T t'78Y# ND >/2"REBARGY/ 411,NVOiLNCAP N/F PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 ,RCEL#04500-00-00-1 1 1A0 LAND COVER & RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE LEGEND DESCRIPTION COVER AREA AREA COEFF. AREA (SQ. FT.) (ACRES) (C) H + + + + + -i- GLENELG LOAM LAWNS 186 0.004 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 4,005 0.092 E1 TOTALAREA 4,191 0.096 COMPOSITE C 0.85* -I- + + + + 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 + + + + + -I- 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* N Q' 20 0 20 40 z N/F IFIRST GOLD LEAF LAND TRUS WENDELL W WOOD, TRUSTEE BK 4659. PG 32 PARCEL#04500-00-00-1110 GRAPHIC SCALE (IN FEET) LEGEND STORM SEWER NOTES: 1. ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING EXISTING A GASKET, SO AS TO PROVIDE A WATERTIGHT SEAL. REFER TO EX. CONDITIONS AND DEMOLITION 2. ALL STORM SEWER PIPES LESS THAN 12" DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE PLAN SHEET FOR EXISTING LEGEND ITEMS CONFORMING TO ASTM SPECIFICATION D3034, UNLESS DENOTED OTHERWISE ON PLANS. PROPOSED 3. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHRINKIING AND NON -CORROSIVE GROUT. - r r _ DRAINAGE BOUNDARY 4. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: 320 MAJOR CONTOUR REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV) POLYVINYL CHLORIDE (PVC SDR 35) 322 MINOR CONTOUR HIGH DENSITY POLYETHYLENE PIPE (HDPE) STM STORM SEWER 5. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO UD 4" PERFORATED UNDER DRAIN INVERT OUT. Coo CLEAN OUT 6. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES. a DOWNSPOUT CONNECTION 7. ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 3" ABOVE FINISH GRADE. ® MANHOLE 8. ALL DOWNSPOUT DRAINS ARE TO HAVE A 1,00% MINIMUM SLOPE UNLESS OTHERWISE NOTED. CURB DROP INLET 9. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO ® DROP INLET BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. FLOW ARROW 10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER, 0 CODED NOTES: 1. 4" SUMP PUMP DISCHARGE PIPE, 1% MINIMUM SLOPE 2. 6" SADDLE CONNECTION OR WYE 3. 6" PVC DOWNSPOUT PIPE, 1% MINIMUM SLOPE 4. MANHOLE AND OUTLET PIPE COMPLETED BY OTHERS. SEE WP0201300002 APPROVED 07/21/2020 5. 4" PERFORATED RETAINING WALL UNDERDRAIN. SEE CONSTRUCTION DETAILS STORM SEWER STRUCTURE SCHEDULE NO. STRUCTURE GRATE INVERT FLARED END SECTION 1 VDOT ES-1 W/ CLASS 450.71 (15" RCP) NE Al RIPRAP (EC-1) 451.90 (6" PVC) NW 2 DROP INLET 454.41 451.29 (15" RCP) N VDOT DI-1 451.19 (15" RCP) SW 3 CURB DROP INLET 455.01 451.45 (15" RCP) S VDOT DI-2A 451.55 (15" RCP) N CURB DROP INLET 452.00 (15" RCP) NW 4 VDOT DI-2A W/ 456.20 453.20 (4" PVC) SW INLET SHAPING (IS-1) 451.90 (15" RCP) S 5 DROP INLET 455.58 452.38 (15" RCP) SE VDOT DI-1 SUMP PUMP MANHOLE 447.04 (4" PVC) SE 6 (SEE PLUMBING SHEETS 456.95 452.95 (4" PVC) S P-1 & P-3) SUMP PUMP MANHOLE 447.04 (4" PVC) NW 7 (SEE PLUMBING SHEETS 456.91 453.31 (4" PVC) NE P-1 & P-3) STORM WATER COMPLIANCE THIS DEVELOPEMNT MEETS STORMWATER REQUIREMENTS FOR QUALITY AND QUANTITY THROUGH APPROVED WPO 201300002 BIOFILTER AND VSMP AMENDMENT 91 TO WPO 200600050. !I 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) EXIST VS PROPOSED DRAINAGE OVERLAND RUNOFF - (2 & 10-YR STORM) PROJECT: VALVOLINE INSTANT OIL CHANGE - CHARLOTTESVILLE VA 2-Yr Rainfall 10-Yr Drainage Description Total Area TC Intensity Rainfall Post Composite Post Runoff Pre Runoff Post Runoff Pre Runoff Area (Acres} i (in/hr) Intensity Runoff Coeff q (2 Yr) Q (2 Yr) Q (10 Yr) Q (10 Yr) E1 Overland runoff to Gander Drive 0.10 5.00 5.10 6.54 0.85 0.42 0.57 0.54 0.74 E2 Overland runoff to existing BMP facilities 0.03 5.00 5.10 6.54 0.36 0.06 0.50 0.08 0.64 *Mininum Tc of 5.0 minutes ** i = B / (Tc + D)AE. B, D, E factors according to VDOT Drainage Manual App 6C-2 STORM SEWER PIPE TABLE PIPE RUN SIZE & TYPE LENGTH SLOPE INV. UP INV. DOWN 5 TO 4 15" RCP 77.1' 0.50% 452.38 452.00 4 TO 3 15" RCP 68.8' 0,50% 451.90 451.55 3 TO 2 15" RCP 33.0' 0.50% 451.29 451.45 2 TO 1 15" RCP 47.5' 1.00% 451.19 450.71 LAND COVER & RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SQ. FT.) (ACRES) (C) + + + + + GLENELG LOAM LAWNS 0 0.000 + + + + + + HYDROLOGIC SOIL GROUP B F/-7-//////// IMPERVIOUS AREA PAVED AND ROOF AREAS 1,692 0.039 3 TOTAL AREA 1,692 0.039 COMPOSITE C 0.85* + + + + -I- GLENELG LOAM LAWNS 139 0.003 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 1,717 0.039 4 TOTAL AREA 1,856 0.042 COMPOSITE C 0.85* + + + + + + GLENELG LOAM LAWNS 1,407 0.032 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 7,263 0.167 5 TOTAL AREA 8,670 0.199 COMPOSITE C 0.85* C E S 0" 0 PROPOSED STORM SEWER TO BMP - PROPOSED SITE PROJECT: VALVOLINE INSTANT OIL CHANGE - DEVELOPMENT (10-YR STORM) CHARLOTTESVILLE, VA E 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 1 0.17 0.17 5.00 6,54 1.11 1.11 4 3 0.04 0.85 0.04 0.20 5.44 6.40 1.31 1.31 3 2 0.04 0.85 0.03 0.24 5.81 6,29 1.50 1.50 2 1 1 0.15 0.85 0.13 0.36 5.98 1 6.24 1 2.27 1 2.27 "Mininum Tc of 5.0 minutes ** i = B / (Tc + D)AE. B, D, E factors according to VDOT Drainage Manual App 6C-2 *C = 0.85 FOR COMMERCIAL DEVELOPMENTS, PER VDOT DRAINAGE MANUAL T Iw Q if - 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. 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 N N N N N A CV CD CV N 00 � O O N r- (o O N � � CD o 0 0 0 0 1 0Y7ME 2020 CESO, INC 0 E 0 of SW W w w C C� Lu 5 g W w w J w Q z C ~ ? O z O N N UJ > Z Q LIJ = J U_J J CO 0W 17- F_ Z ~ Q O ^ ry vl Q Z = LLl U Z Lu J > 0 f]_ J ry > LLI 0 Z r� V 0 ZACHARY DAVID FRESFINER Lie. No. 040206W/8 " EB 0 8 - /) 021 Project o. 757280-01 Scale AS NOTED Drawn NET Checked TJ V Date 03.06.20 Drawing Title PROPOSED DRAINAGE PLAN Drawing No. 9,1VC5.1 n 0 0 ti 0 N 0 N h_ c� aZ J 2 W Q Z_ 0 UC) 65 F- W W S F-- O J a zz a v M 0 K W Z Q Q rn A N n iV rn - 9y „ 2,-7„ 9!/ „ 4'-2" of nal (GRATE REMOVED) DIMENSIONS FOR CAST IRON ONL) DETAIL A 4'-2" 2'-711 W W W W 0 o ad A - a. a. a. a iv ;� � d• � D , COLLAR .- .- N x zz zz 12" zz zg (V J o0 M 2016 ROAD & BRIDGE STANDARDS %2 SECTION CAST IRON -►}• %2 SECTION STEEL NOTES a 2'-7 " LUGS TO BE 1'-3% " L 2%2" x 2%z' x I/q" CAST WITH 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR C , 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10'USE STANDARD DI-1A A B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS I WILL BE MEASURED FROM THE INVERT OF CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE i. IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE ' APPROXIMATE ONLY FOR ESTIMATING OPTIONAL N 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE 3 LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE LUGS (CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS ITO THE SHAPING IS TO BE THE BID PRICE FOR THE I I /2' x 1/2„ x 4' J I 1 /z„ x 4„ TNCIDENTAL STRUCTURE. LUGS 12" 9%2" STUD SHEAR CONNECTORS 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A • BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL i " MIN RAISED BE INCLUDED C�TTERING TODINLETCISHAPINGMSTTO IN THE BID PRICE FOR THE STRUCTURE. DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 41-011 OR GREATER, FOR DETAILS SEE STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - IN -PLACE. HCLOTH ARDWARET-3" 2'-6" u I SEE DETAIL 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE 4" DEPTH AGGR. PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT #68, #78 OR #8 x 6 WIDTHBOOM I =N N SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. z SEE STANDARD T-DI-3, 4 FOR 3" DIAMETER ALTERNATE DESIGN. WEEP HOLE SEE NOTE 8 OHM ,D 8, 3' DIAMETER WEEP HOLE WIT 12' X12 „ iv I.H PLASTIC HARDWARE CLOTH MESH GALVANIZED STEEL M OR 24 I(�I lul WI WIRE DIAMETER 0.03 ,NUMBER 4 MESH NUMBER E U U U HARDWARE CLOTH ANCHORED FIRMLY N N N M o TO THE OUTSIDE OF THE STRUCTURE. D o A n HEM 9. CAST IN PLACE CONCRETE IS TO BE A p c ° o CLASS A3 (3000 PSI). PRECAST C,,. M..•.,L •tl1A,. l0 .d,iA.M, CONCRETE IS TO BE 4000 PSI. SECTION A -A 1/2" 1' -Pli 2' 10. ANY ALTERNATE METHODS OF ANCHORAGE SEE DETAIL B MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH 4 MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE APPROXIMATE WEIGHT 15" CONCRETE PIPE - 1,528 CU. YD, CONCRETE 11/q" I _ I �q" GRATE 63 CAST IRON 8 LBS t1. LUMP NOGWASREQUIR DRAINS T ALL DI-1 18 CONCRETE PIPE - 1.620 CU. YD. CONCRETE i' yi 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE SECTION C-C SECTION D-D VARYE BYLOCATION MANU 0 CTURLETTERING MAY ADDITIONAL FOADD 0.469 OTDOFEDEPTH. GRATE DETAIL �VDOT STANDARD DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 10' 233 104,01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS DI-2A, 2B, 2C EXISTING OR PROPOSED GALV. L21/'X21 1 " SIDEWALK. SEE NOTE 15 GALV LONG /2'X/4 I-2m-E EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT 8" 2'-2" 8" GALV. MC6X12 3'-2" �A BARS A-1 a �C BARS A-1 5" C-C a 10" C-C D D Q�10' C-C WELDED JOINTS i7 i4 'a TYPICAL ° a N N OO FACE OF CURB �-'"2FLi : d Q8° C-C 9 2" 12" 9 z"W 2 -7 I CRACK CONTROL JOIN &10' C-C �E 1-2'-0" B" 2'-2" 6" ��.. C SECTION B-B COLLAR W MIN. 3'-6" - 2'-7" 10' MAX. PLAN VIEW 10' MAX. V-4" 2'-0" N A BARS A-1 L 2y2 ,�12„XI/q , L-VARIABLE-MAX.20' I GALV. SLOPE OF 2'-0" 8" 2'-2" 8" 3,_p„ _ APPROACH BARS F N (o SURFACE GALV. MC6X12 to i11 ° • ',j 3'-2„ 11 W GALVANIZED MC 6 X 12 I _ - f Q ' ' ° WARPED SECTION D-D 4 > = BARS E SURFACE - _ - ^ ; a 6" C-C BEFORE 3" DIAMETER B I B 211 BARS B-11 GALV, & 6" C- GALV. WEEP HOLE I BARS E " 8" g" WELD ALL MC6X12 STUD SHEAR SEE NOTE 8 /2 X 4 SECTION C-C CONNECTOR FRONT ELEVATION /,DECREASE To 1" TO COLLAR, WHEN INLET IS USED SECTION E-E DI-2A DI-2B WITH MEDIANS. WARPED GUTTER ..I I. L BARS A-1 APPROACH GUTTER 0 5' - I 7" - N - �4" I I I i FLOW +_ d WEEPHOLE 50 X I„ 1 I ,. 1„ „ N o BARS A_1 i SEE NOTE 8 BENT P� ATES �� GAi�AJjIZE�j Xt/4 6) a I BARS A - SLOPE OF W 0 A BADS a 0" C-C APPROACH na- w = BARS B a d• SURFACE FOR USE ON GRADES d = N 10" C-C BARS C d 1/q„ 1/ 'X4" STUD L SMEAR CONN. a 8" C-C o WELDED TO ANGL DI-2C BARS F I IRON a 2' C-C TYPE A WARPED TYPE B A At SURFACE STEPS FLOW I I `FLOW _ SEE NOTE 5 NOSE DETAILS '--� I ELO 8 2 3 8 TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. I 3'"7° TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. FOR USE IN SAGS OFL68° 30' AND VANIZED ISETO BE ANCHORED WITH FOR TYPE A TO BE E%T'X4N SSTTUAN D ANGLE SECTION A -A SHEAR CONNECTORS WELDED TO BENT PLATE AT 2' C-C. BOTH SIDES TO 8E SYMMETRICAL FOR STEP DETAILS SEE STD. ST-1. �VDD'i" STANDARD CURB DROP INLET SREFERENCE" ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 1211 241' PIPE: MAXIMUM DEPTH (H) - 9' 233 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS T-DI-1 STANDARD DI-1 TOP FRAME & GRATE #4 BARS C 4" C-C �� #4 DIAGONAL BAR d CALL CORNERS TYPICAL 12 HUM 2016 ROAD & BRIDGE STANDARDS ALTERNATE TOP 4'-10 DIAMETER f,m* 4'-10" �I DI-1, 1A PC �r RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE H DIMENSION CONCRETE CORR. METAL 1211 2'-6" 2'-5„ 15„ 2,_9 4„ 2, 8„ 18" 3'-0 2" 21" 3'_3 4" 3'-2" 24„ 3,_7„ 3,_5„ ,. . d' . 8" DOWELS ` GROUT NOTES: '�. 1• SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2• CONCRETE TO BE 4000 PSIMINIMUM. NOTES: 3• REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 1. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR 4• CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. 0-RING GASKETS OR BUTYL RUBBER. 5• SEE STANDARD DI-I,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. X STANDARD PRECAST TOP UNITS SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 233 103.03 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES of-2A, 28, 2C TYPE L REINFORCING STEEL CONCRETE BARS A BARS A-1 BARS B BARS B-1 BARS C BARS E BARS F WEIGHT Ft.Cu. Yds. No. Lin. Ft.* No. Lin. Ft. alE No. Lin. Ft.* No. Lin. Ft. � No. Lin. Ft.*No. Lin. Ft.* No. Lin. Ft. Lbs. DI-2A 2'-2" 1.71 4 3'-2" 5 3'-2" 4 3'-6" - - 5 2'-0" - - - 1'-6" 55 4' 1.95 4 3'-2" 5 5'-0" 4 3'-6" 3 4'-3" to 4'-6" 5 2'-0" 3 2'-0" 3 1'-6" 84 6' 2.23 4 3'-2" 5 7'-0" 4 3'-6" 7 4'-3" to 4'-6" 5 2'-0" 3 4'-0" 3 1'-6" 119 8' 2.51 4 3'-2" 5 9'-0" 4 3'-6" 11 4'-3" to 4'-6" B 2'-0" 3 W-0" 3 1'-6" 154 DI-2B 10, 2.79 4 3'-2" 5 11'-0" 4 3'-6" 15 4'-3" to 4'-6" 5 2'-0" 3 8'-0" 3 1'-6" 189 12' 3.05 4 1 3'-2" 5 13'-0" 4 3'-6" 19 4'-3" to 4'-6" 5 2'-0" 3 1 10'-0" 3 1 T-6" 224 14' 3.34 4 3'-2" 5 15'-0" 4 3'-6" 23 4'-3" to 4'-6" 5 2'-0" 3 12'-0" 3 1'-6" 259 16, 3.61 4 3'-2" 5 17'-0" 4 3'-6" 27 4'-3" to 4'-6" 5 2'-0" 3 14'-0" 3 1'-6" 294 18' 3.89 4 3'-2" 5 19'-0" 4 3'-6" 31 4'-3" to 4'-6" 2'-0" 3 16'-0" 3 1'-6" 329 20' 1 4.17 4 3'-2" 5 21'-0" 4 3'-6" 35 4'-3" to 4'-6" 5 2'-0" 3 181-0" 3 p-g" 364 6' 2.24 4 3'-2" 5 7'-0" 4 3'-6" 6 4'-3" to 4'-6" 5 2'-0" 6 2'-1" 6 1'-6" 115 8' 2.55 4 3'-2" 5 W-0" 4 3'-6" 10 1 4'-3" to 4'-6" 5 2'-0" 6 3'-1" 6 1'-6" 150 10, 2.82 4 3'-2" 5 11'-0" 4 3'-6" 14 4'-3" to 4'-6" 5 2'-0" 6 4'-1" 6 p- ', 185 DI-2C 12' 3.09 4 3'-2" 5 13'-0" 4 3'-6" 18 4'-3" to 4'-6" 5 2'-0" 6 5'-11, 6 '- " 220 14' 3.37 4 3'--2" 5 15'-0" 4 3'-6" 22 4'-3" to 4'-6" 5 2'-0" 6 W-1" 6 1'-6" 255 16' 3.65 4 '- " 5 17'-0" 4 3'-6" 26 4'-3" to 4'-6" 5 2'-0" 6 7'-1" 6 1'-6" 290 18' 3.93 4 3'-2" 5 19'-0" 4 3'-6" 30 4'-3" to 4'-6" 5 2'-0" 6 8'-1" 6 1'-6" 325 20' 4.20 4 3'-2" 5 21'-0" 4 3'-6" 34 4'-3" to 4'-6" 5 2'-0" 6 9'-1" 1 6 1 1'-6" 1 360 NOTES 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 2. THE "H" DIMENSION SHOWN ON THE STANDARDS MINIMUM COVER OF 2". ARE LOCATED UNDER EXTENDED SLOT OF INLET. 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/ ' MIN RAISED WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE UTTERING 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 13. THIS STANDARD IS INTENDED FOR USE IN CURB DUMP NO WASTE DRAINS TO WATERWAYS INCLUDED IN THE BID PRICE FOR THE STRUCTURE. AND GUTTER SITUATIONS ONLY. DETAIL A IN THE EVENT THE INVERT OF THE OUTFALL PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH HIGHER THAN THE BOTTOM OF THE STRUCTURE, CONCRETE BLOCKS IN ACCORDANCE WITH THE THE INVERT OF THE STRUCTURE SHALL BE SHAPED DETAILS SHOWN ON STANDARD DRAWING DI-MB. 2'-6" WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE SEE I DETAIL A OF FURNISHING AND PLACING ALL MATERIALS THE EXPANSION JOINTS WILL APPLY ONLY TO INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. CURB AND GUTTER. F F STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH (H) OF 5'-2" WITHOUT PIPES, THE AMOUNT = 1 1/2 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 12 C-C TO BE PLACED IN ALL AREAS ADJACENT 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET EE °"'"°""`"°"""°'""""' 7. TO ABUTTING CONCRETE TO PREVENT 1 OF 2 IS TO BE L 16' AT 4.10 LBS./FT. =N DETAIL A SETTLEMENT. 45° GRATE 18. *DENOTES LENGTH OF ONE (1) BAR. 3" DIAMETER WEEP HOLE TO BE LOCATED TO 150 ± 7 LBS CAST IRON i1 8. DRAIN SUBBASE MATERIAL. WEEP HOLJE WITH 19. ALL REINFORCING BARS TO BE#5. 12"X12" PLASTIC HARDWARE CLOTH 1/q" MESH OR GALVANIZED STEEL WIRE MINIMUM WIRE DIAMETER 0.03", MESH 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT NUMBER 4 HARDWARE WATER TOWARD THE INLET THROAT. SECTION F-F CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. SPECIFICATION REFERENCE STANDARD CURB DROP INLET 1VDOT ROAD AND BRIDGE STANDARDS 233 1211 - 2411 PIPE: MAXIMUM DEPTH (H)"9' 302 REVISION DATE SHEET 2 OF 2 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.04 ;Mb KUAU & BRIUUE STANDARDS a , d . TRANSITION BETWEEN , a PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. , NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED, DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. 2016 ROAD & BRIDGE STANDARDS 9 'd + SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SHAPE TO OFNPIPER , x ' • ^, ^ A SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �� STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF i REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION MC 6X12 GALV. - #4 a 8" C-C--, #4 a 10" C-C--.. f4 AIR I 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS �A LOCATION OF HOLE TO VARY WITH TYPE OF INLET CONSTRUCTED. HOLE MAY BE SHIFTED RIGHT, LEFT OR CENTERED. B ST'D. DI-2 ORATE &L 2%2" X 2%2" X I/4" GALV. _ L ____ 2'-2" / 8„ ' - DOWEL THROAT SECTION TO ,_2„ CHAMBER IF CAST SEPERATELY SLOT LENGTH "L„ OR PROVIDE ALTERNATE VDOT 1 48" 8 VARIES 20'-0" MAX. APPROVED METHOD OF INTERLOCK. B NOTES A 1. SEE GENERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. PLAN 2, CONCRETE TO BE 4000 PSI MINIMUM. T-DI-2 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. #4 C `ALLOWABLE CONSTRUCTION P' C-C JOINT L 2%2" x 2%z' x 1/4" GALV. L 2Y2 x 2%2" x 1/q" GALV.1311 #4 a 1-4 10" C-C _ APPROACH _ APPROACH - #4 a ' GUTTER - m I ,.`. ;•r• GUTTER 1-8-4. B n 2 z. iv I Z I X 2'-3" _ ? INDICATES AREA g °' = INDICATES AREA OF CONCRETE TO _ rn '•. OF CONCRETE TO a 6" C-C BE POURED IN PLACE iV BE POURED IN PLACE HOLES PROVIDED HOLES PROVIDED d FOR # 4 X 8" DOWELS ,; ;' ,<• a FOR # 4 X 8" DOWELS ' 1•'' ° ' `:: 4 STANDAAR T RISERUN I ' 8" 8" 8" 8. 8„ 2,_01- SECTION A -A SECTION B-B ALTERNATE SECTION B-B (CG-6 CURB AND GUTTER) (FOR USE WITH CG-7 CURB AND GUTTER) SPECIFICATION �VDOT REFERENCE STANDARD PRECAST TOP UNITS 105 ROAD AND BRIDGE STANDARDS 233 REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.04 2016 ROAD & BRIDGE STANDARDS 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OR 45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 0 0 0 0 0 0 0 00 O O O N cam- O� N 0 C) o 0 0 0 (D 0 u) E J � Q � i_ 2 0 D_ (n W z LU f- g LU ED M 0- n W J LU I= z R 0 r Z 2W -I- m Q Q z (n Lu a a 0- co a n_ > Q F_ I-_ I-_ z H � 0 fn (0 U)0- U) J 0Y D� J J J J Q Z EL Z Z Z 0 Z ~ Q u_ F 1 'S u_ Z O 00 f_r1D u7 t M N c- O Z #4 a 1-4 10" C-C _ APPROACH _ APPROACH - #4 a ' GUTTER - m I ,.`. ;•r• GUTTER 1-8-4. B n 2 z. iv I Z I X 2'-3" _ ? INDICATES AREA g °' = INDICATES AREA OF CONCRETE TO _ rn '•. OF CONCRETE TO a 6" C-C BE POURED IN PLACE iV BE POURED IN PLACE HOLES PROVIDED HOLES PROVIDED d FOR # 4 X 8" DOWELS ,; ;' ,<• a FOR # 4 X 8" DOWELS ' 1•'' ° ' `:: 4 STANDAAR T RISERUN I ' 8" 8" 8" 8. 8„ 2,_01- SECTION A -A SECTION B-B ALTERNATE SECTION B-B (CG-6 CURB AND GUTTER) (FOR USE WITH CG-7 CURB AND GUTTER) SPECIFICATION �VDOT REFERENCE STANDARD PRECAST TOP UNITS 105 ROAD AND BRIDGE STANDARDS 233 REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.04 2016 ROAD & BRIDGE STANDARDS 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OR 45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 0 0 0 0 0 0 0 00 O O O N cam- O� N 0 C) o 0 0 0 (D 0 u) E J � Q � i_ 2 0 D_ (n W z LU f- g LU ED M 0- n W J LU I= z R 0 r Z 2W -I- m Q Q z (n Lu a a 0- co a n_ > Q F_ I-_ I-_ z H � 0 fn (0 U)0- U) J 0Y D� J J J J Q Z EL Z Z Z 0 Z ~ Q u_ F 1 'S u_ Z O 00 f_r1D u7 t M N c- O Z • �IC�k. ��Y�� •� -N.; 2020 CESO, INC o � LTHO�V. ZACHARY DAVID FRESHNER Li"No. (:402,06078Y 757280-01 UNAL - FEB 0 0 1021 �---- Project N Scale AS NOTED Drawn NET Checked TJ V Date 03.06.20 Drawing Title DRAINAGE DETAILS c� Drawing No. 1-1,v C5.3 Drawing Title DRAINAGE DETAILS c� Drawing No. 1-1,v C5.3 5" OAK - 15'U/RG/N/AELEC. &PGYERES)Y7_ OB3925 PGS52 5" OAK Q�1 5" OAK 47 � h 6 Q, N� D � q CEN7R9L 7ELE. CO. ES17T- Z PGS699 TOC=456.94' INV N=453.09' / INV S=453.03' h FOUNO 1/2"REBARW1 - L/NCOLNCAP 5" OAK TOC=453.15 V=439.82' l TOC=456.95 INV=441.75' __ 12"SAN FOUND 1/2"REBAR H11 L/NCOZN04P r" LINE BEARING DISTANCE L1(R) N 30°32' 19" E 18.56' L2 M N 30`35'40" E 18.55' L3(R) N 24°44' 19" E 15.37' L4 M N 24.42'36" E 15.41' / �1 P. 0. B . LEASE � �S'Otiq< OAK FOUND //2"REBARGIW/ L/NC LNCAP / Q= P.C.B. LEASE N/F PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 / PARCEL#04500-00-00-1 1 1A0 plu 409 /,-- PGS32 t/qR� 000DED NOTES: 1. ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION AND TRANSFORMER LOCATION. 465 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 460 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. 455 5. PROPOSED 1" IRRIGATION SERVICE LINE AND J" 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. 450 7. PROPOSED 8" X 6" TAP PER ALBERMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO CONTACT ACSA TO COMPLETE THE TAP, 20 0 20 ao 8, GAS SERVICE. CONTRACTOR TO COORDINATE WITH GAS COMPANY FOR CONNECTION. 9. 6" SANITARY SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL SERVICE 445 PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND SPECIFICATIONS. CONTRACTOR TO VERIFY CONNECTION GRAPHIC SCALE (IN FEET) INVERTS BEFORE STARTING INSTALLATION TO ENSURE MINIMUM 2.08% SLOPE IS POSSIBLE. w Cb FOUND 1/2"REBARW ZINCOZN04P �Sp \ STA. 0+17.03 S3 6" CO 114R/ABLEGY10711.400.E EASEMENT 1093577PG65/ N/F FIRST GOLD LEAF LAND TRUST WENDELL W WOOD, TRUSTEE BK 4659. PG 32 PARCEL#04500-00-00-11100 ALBEMARLE SER1110EAUTHOR/TYESMT OB4332 PGS2B4 2a610 STA0+02.00 - S4 A. 6" CO RIM = 456.95 -6" INV. = 451.44 (NW)- -6" INV. = 451.44 (S)- RIM =. = 455 6" INV. = 51.17 (N) STA, 0+95.42 6" INV. = 451.17 (SW) S1 6" CO STA. 0+34.88- RIM = 456.32- 6" CO- S2 6" INV. = 449.54 (SE)- RIM = 456.066" INV. = 449.50 (SW) 6" INV. = 450.80 (NE)U 6" INV. = 450.80 (NW) PROPOSED GRADE D _ L _ EXI TING Pf 4:] G RADE 60.5'-6" SAN @ 2.08% 13.1'-6" SAN @ 2.08% I SAN @ 2.08%- 17.9'-6" - EX1ST/NOS,-WERLATERfIL. f/ER/FY/r�UER7 CONTR40TOR.0 `BEFORE CIfNNECT/0 XCL w� �- X w� 00 a X wa, t� d: X I ch coN X C (JJ r 10. PROPOSED FIRE HYDRANT, 6 WATER PIPE, AND 6 GATE VALVE PER ALBERMARLE COUNTY SERVICE AUTHORITY REGULATIONS -�+25 O+OO AND REQUIREMENTS. WT 11. RR A ER EASEMENT DEDICATED TO ALBEMARLE COUNTY SERVICE AUTHORITY. L u 6 5Y7 q P 12. OIL/WATER SEPARATOR INSTALLED IN BUILDING INTERIOR, REFER TO PLUMBING PLAN. SANITARY SERVICE PROFILE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. 1+00 0 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 0.90 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 6" 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 GENERAL UTILITY NOTES: LEGEND EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS PROPOSED BUILDING STM STORM SEWER SAN SANITARY SEWER W DOMESTIC WATER SERVICE G GAS SERVICE UGE UNDERGROUND ELEC. LINE UGT UNDERGROUND TEL. LINE UD 4" PERFORATED WALL UNDER DRAIN Co 0 CLEAN OUT ® METER NWATER METER F ELECTRIC TRANSFORMER S1 OPEN CUT WITH FULL DEPTH 1. COORDINATE ALL SITE UTILITY WORK WITH THE MECHANICAL AND ELECTRICAL DRAWINGS. PAVEMENT REPLACEMENT 2. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS, AS -BUILT PLANS, AND LOCAL UTILITY COMPANY RECORDS, IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY CONTRACTOR'S WORK FORCE. 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL FEES ASSOCIATED WITH PERMITS REQUIRED TO PERFORM THE WORK PROPOSED ON THESE PLAN (I.E. TAPPING, INSPECTION, ETC.), 4. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 5. -CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE, 6. SANITARY AND WATER LINE SHALL BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.) 7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 8. RIMS OF EXISTING STRUCTURES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS. 9. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 11. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION. 12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. 15. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SU CH 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. ALBEMARLE COUNTY GENERAL WATER AND SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE OF AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA, 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES., SERVICE LATERALS, AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10, TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT.) 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 465 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 460 460 460 STA. 0+0.00 PROPOSED FIRE HYDRANT 455 455 450 450 445 445 W� 1+25 MIN. 3.5' 22.5' LF - 6" WTR EXIST. 8" .I. WATER MAIN CONTRACTOR EOCRTI TO VERIFY N AND DEPT w r d- ° w N t CV STA. 0+22.48 PROPOSED 6" TAP AND GATE VALVE. SEE CODED NOTE 7. 455 450 445 w a -0+15 0+00 0+35 WATERLINE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. 4 i� 1I,4I II iq. Dig With OC)(D -a 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. 9 V fu . 18 a 0. 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 N N N N N N N N 06 O O N - - CD N @ No - - o 0 0 0 0 0 c m m c c c=n D = c It C < z z W g g JW H F p cn U) 0 n° z z u_ m E N=Mm s E s L � 0 sW > a � w w S z � a. w 07 0 W o - Q z W g z z S Co g a _W W a. w > i z H P W g w CL Z L ? 0 z e- C� N N L1j Q J Uj ,J C/) OW o � z <o 0 LJ U z Ill �I > O Q J jw I2 z Q 2020 CESO, INC �LT$p�tl� O ZACHARY DAVID FRESHNER Lie. No. 04W)_060785 7EB 0 8 021 Project N . 737280-01 Scale ✓ AS NOTED Drawn BAB Checked TJ V Date 03.06.20 Drawing Title UTILITY PLAN Drawing No I4e o C6.0 G 1" COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" - SOFT COPPER 1"xt"xt" TEE NOTE. NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 36" MIN. 11/8 BEND COUPLING T O FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2--1 R. "" ^IMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL -OR USE ON DETACHED SINGLE FAMILY TESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. —CAST IRON LID FINISHED GRADE METER Box `--CORPORATION STOP li''r�7f'• 4 2l, i;.Yg�`t 'BRICK AS NECESSARY SAND 0R DUST UNDER e- + �., . { i 7inti:{p;=r1 4" DIAMETER DRAIN PIPE, 12" BOX AND SETTER (2-INCH i� `i'~:al.*'�: �.�"�"a LONG STONE POCKET, VDOT MINIMUM THICKNESS) a'i�%''t'' •'`• '%'a";'` ?blil: iy SPEC. 203. NO. 51 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A SYMM. P) D C TD-10 ED GRADE I APPROVED BACKFILL CTION) 'APE SAND JIN. IN ROCK NOTE: 1. FIRE LINE PIPING AND SERVICE PIPING > 3" I.D. TO BE CLASS 53 DUCTILE IRON WITH RESTRAINED JOINTS 40 FT. EACH SIDE OF ALL FITTINGS, ELBOWS AND APPURTENANCES. DOMESTIC PIPING < 3" I.D. TO BE TYPE K COPPER PER ASTM B 88. 2. NOTE: PIPING TO BE HYDROSTATIC TESTED 2 HOURS @ 100 PSI. OVER NORMAL OPERATING PRESSURE AFTER INSTALLATION TYPICAL WATER MAIN & SERVICE TRENCH DETAIL NTS COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID �I NOTES: (1) A 1--3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD--13 EDGE OF TRENCH SUPPORT SYSTEM AS REQUIRED TRENCH WIDTH O.D. + 2' 0"MIN. i SUITABLE BACK FILL TYPE GW, GP, SW, SP PER UNIFIED SOIL CLASSIFICATION SYSTEM OR AS APPROVED BY SITE ENGINEER COMPACTED TO 95% MAX. DRY DENSITY IN LIFTS (8" TYPICAL) PER ASTM D1557 a v (MODIFIED PROCTOR TEST) a a 6° ° 3/4" CRUSHED STONE INSTALL CLAY DAM WATER STOP 2' ID (MIN.) THICKNESS AT 50' C-C IF 6" MIN. DIRECTED BY ENGINEER T-0" MIN. 6" IN ROCK o I° 1'-0" O.D. 1'-01, — 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 4" TOPSOIL - APPROVED COMPACTED BACKFILL (95 DENSITY) % MAX DRY COMPACTION PER ASTM D1557 IN 8" LIFTS UJO _j�� ujo W O 0 N Lf o9Q 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) V-0" MIN IN ROCK IN EARTH IN PAVEMENT SEE DETAIL FOR PAVEMENT SECTION 00 TRENCH WIDTH: V-6" (GAS) V-0" ELECT., TELE. AND CATV. T-0" WHEN ELEC., CATV, & 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 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE —� IN WATER ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID - - - M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE' 4 2'x 2' BEARING AREA. THRUST BLOCK d . a Q 4 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 LIMITED ACCESS MANHOLE - W/ CAST IRON COVER, TWO STAINLESS STEEL FLUSH -MOUNT BOLTS, CAST COVER W/ GALVANIZED STEEL SKIRT. BUNA-N GASKET. STEEL PLATE CLEANOUT PLUG MEETS H-20 LOAD RATING. COVER CONCRETE COLLAR GRADE� 12" — —1 PAVEMENT A e is Q< 10" PIPE WI 4 BELL �v 0 _ LU Lu ALTERNATE Jo'' N - CONDITION wa. UNPAVED AREA SECTION 45' BEND - PLUG RISER SHALL BE 6" DIA. (WHEN THE MAIN RUN IS LESS THAN 6" DIA. THE RISER SHALL MATCH THE MAIN PIPE SIZE) INVERT - SEE PIPING PLAN 6" LONG PIPE I I I I I I II I WYE WYE PIPE CLEANOUT NTS NOTE' HYDRANT MUST BE EQUIPPED WITH CHARLOTTES— VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN (270'} 2' TO 10' 18"-22" 7 CU. FT. VALVE BOX I #68 STONE-\ 42"MIN 6" GATE A VALVE - TEE 2500 P.S.I. CONCRETE p : BASE AND THRUST ;'`:r" p i A BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES } 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL ELECTRICAL CONTRACTOR TO CONNECT OR CADWELD GROUND WIRE TO POLE BASE 1" x 45° CHAMFER FINISH GRADE MAIN RUN - SIZE PER PLOT OR PIPING PLAN z 0 0 0 z, ¢I, z' 0 Eo TD-8 4" X 6" GASKETED HAND HOLE CYLINDRICAL FORMED CONCRETE BASE Z-0" DIAMETER PAINTED SAFETY YELLOW. q 4 - 40" X 1"0 ANCHOR BOLTS CV #3 REINFORCING TIES 12" ON CENTER (TYPICAL FOR THREE) o #5 BARE GROUND WIRE N CADWELD CONNECTION (BOTH ENDS) 3/4" X 10' COPPER WELD GROUND ROD (LIGHTNING PROTECTION) PVC - SCHEDULE 40 CONDUIT (PROVIDE SCHEDULE 80 UNDER 3" COVER HEAVY TRAFFIC AREAS) GALVANIZED STEEL TO PVC CONDUIT CONNECTOR GALVANIZED CONDUIT 90° ANGLE _ 4 - #8 STEEL VERTICAL REINFORCING BARS 2'-0h ,DIA CONCRETE BASE TYPICAL LIGHTING POLE BASE NTS 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 c- N o N 0 . 0 N 0 . 0 N 0 N 0 . 00 0 O O N O N N 0 CD = o 0 0 0 0 0 s J � w U)) w 0 > W N cl� a g w m m Co > I-�Z�z�W T co ¢ ¢ z cn g g a can a w> I- I- I- LU <QQ I- U � fn U) a Co J W W J J J J ¢ z m z z z 0- z ¢ u LL � U-. z O E 00 cD Lo 'I n N r- ci Z r O N N LJ Q W J J 0W Q I 1-ry 0 < z _ LJ J 0 Z W J 0 li > W 0 z 2020 CESO, INC �LT$OF�,I�' ZACHARY DAVID FRESHNER Lic-Vo. 0402060785 � Project No. Scale Drawn Checked Date Drawing Title '57280-01 AS NOTED BAB TJV 03.06.20 UTILITY PLAN DETAILS ng N ,( C6.1 w J 7 uu Lu x U CD N w z 0 J U w 0 a 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 15' ASPHALT SURFACE COURSE, SECTION 315, TYPE SM-9.5 (REFER TO GEOTECH REPORT) _ 2.5" ASPHALT BINDER COURSE, SECTION 315, TYPE IM-19.0 (REFER TO GEOTECH REPORT) 8" COMPACTED AGGREGATE BASE, SECTION 309, TYPE 1, SIZE 21A `(REFER TO GEOTECH REPORT) COMPACTED SUBGRADE (REFER TO GEOTECH REPORT) EXISTING SUBGRADE ASPHALT PAVEMENT SECTION NTS NTS NOTE: 1. ALL PAVEMENT WORK SHALL COMPLY WITH SOILS INVESTIGATION/RECOMMENDATIONS PREPARED FOR THIS PROJECT. 2. ALL MATERIALS SHALL BE PROVIDED & ALL WORK BE PERFORMED PER STATE DEPARTMENT OF TRANSPORTATION STANDARDS. co w QI 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.) A A w z Cn 0- 3 - I�-112" EXPANSION JOINT LAWN OR PLANTING IF SHOWN ON SITE PLAN CURB OR GUTTER LINE �114" R=118" T, PLAN VIEW TROWELLED OR SAWN JOINT 4 (� 1/2" EXPANSION JOINT WITH SEALANT X 4" 4" MINIMUM COMPACTED GRAVEL BASE SEALANT d. WOOD OR FIBER MOUNT EXPANSION JOINT 18" DIAMETER CONCRETE FOOTING dI V-0" UNO 6" GALVANIZED STEEL PIPE FILLED W/ CONC. - SMOOTH TROWEL CROWN TOP 6'-0" 1/2" EXPANSION JOINT -•-I�- 3'-0" 6"' 4" CONCRETE (4,000 PSI) 18" r 6" X 6" W1.2xW1.2 WWF DIA. COMPACTED SUBGRADE TO 95% MAXIMUM DRY DENSITY PER ASTM D1557 NOTE: 1. ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE CONCRETE SIDEWALK DETAIL im I I cunocn ❑IVC 0At1Ve U-SHAPED BIKE RACK DETAIL NTS NTS PLAN 718" DIA. HOLES FOR #6 REINFORCING BAR (ANCHOR PIN) I BOLLARD DETAIL NTS 30" LONG #6 REINFORCING BAR ANCHOR PIN 6" GALVANIZED STEEL PIPE PAINTED PER PAINT SCHEDULE - CROWN FOOTING - 3:1 SLOPE -' X 14" REBAR ANCHORS THROUGH PIPE BOTH WAYS - 24" D IA. CONCRETE PIER. ' X 14" REBAR ANCHORS THROUGH PIPE BOTH WAYS 1" STL. BOTTOM PER PLAN TOP OF CURB j 6" GUTTER LINE BOTTOM OF CURB CURB TAPER NTS LEGEND: TWO T-8" LONG © 14" IS THE NORMAL SETBACK DISTANCE FROM A PAVEMENT #4 REINFORCING BARS EDGE. 101, © IN A REMOVED AND RESET OPERATION, THE BLOCK WOULD GO ON NEW OR RESURFACED PAVEMENT. HOWEVER, IT MAY BE NECESSARY ON SOME PROJECTS TO PLACE NEW BLOCKS ON EXISTING PAVEMENT. 14" 10" M© 3" 45° (BOTH SIDES) #4 REINFORCING BARS (TYP.) r RESURFACING Q 2, EXISTING PAVEMENT 2" SECTION ELEVATION 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 NTS PAVEMENT SEALER BITUMINOUS CONCRETE WEARING COURSE -� BITUMINOUS CONCRETE BINDER COURSE 6" TROWELED JOINT CONCRETE SIDEWALK 1/8" PER FOOT 4" a - X X v 11N. a ° I li--�1-IT_I I 1=f11 1Trii - t TI=M=i (i � tI i 1T( I f i-T n Ii1=t�l-T=>i ii i>1 r 6 x 6 x W1.2 x W1.2 WWM 1 ii i=ITI=ITI=11=fi II T11 -Il1=i11= _=1P- !-!I=� SUBBASE ° M-ill= T _I IT i= r- I III I Ir =11=IiI 1=11mIIzziII=III-ifl T i=11-I-i11=11 �11 f=1TF iT1=ITI-I �' »11'ntT<ir lm SUBBASE .... i>7=�=ifi=T-1>1-�i-1� COMPACTED SUBGRADE #3 REBARS CONCRETE CURB NOTE: 1. ALL CONCRETE CURBS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS 2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING INTEGRAL CURB & SIDEWALK DETAIL N 4" ° tDl \� a . 12" PARKING H A NTS SIGN A GALVANIZED NUTS & BOLTS TYP, SIGN B SIGN C METAL SIGN POST 4" STEEL PIPE BOLLARD FILLED WITH NON SHRINK GROUT (WHEN IN FRONT OF PARKING SPACE) PAINTED TRAFFIC YELLOW SLOPE CONCRETE AWAY FROM POST SIDEWALK FINISHED GRADE 12" DIA. CONCRETE FOOTING COMPACTED SUBSOIL 12" ■ vioLaroRs SUBJECT TO FINE AND TOWING PENALTY $100-500 TOW -AWAY ZONE C 12" VAN ACCESSIBLE B HANDICAPPED PARKING SIGNAGE DETAIL NTS 6" TOPSOIL PAVEMENT SEALER I I=III=1! -1I1=III= �a 4" BITUMINOUS CONCRETE MIN. ZO \�>\WEARING COURSE \\ lz> ' / d //\\/, BITUMINOUS CONCRETE jj� BINDER COURSE #3 REBARS �j/\ CAST IN PLACE/\\//\\� ° ' L4 ° 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"4' MAXIMUM. FILL WITH 2' PREFORMED EXPANSION JOINT RECESSED 1 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 J-8/C-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. q° 1 : 12 4.0 FT. 3.3 FT. 4.0 FT. 51, 1 : 12 5.0 FT. 4.2 FT. 5.0 FT. 6" 1 : 12 6.0 FT. 5.0 FT. 6.0 FT. T' 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 CONDITIONr 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. 51. 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 TABLE A HANDICAPPED RAMP DETAIL AND RAMP SCHEDULE W H'TC ononco (0 NC CENTE POINT RADII BLUE MARKING (OPTIONAL - SI NOTE 2) WHITE STROP WIDTH NTS 2016 ROAD & BRIDGE STANDARDS 1'-6" 1' 1" 51/z" 1'-5�/2„ 4" 4" 3'-0" 1 1 4" 1 4" 4'-6" I 2' '/z' '/z" 2„ INTERNATIONAL SYMBOL OF ACCESSIBILITY - SPECIAL SIZED Ln a 0 NOTES: 1. 1 GRID UNIT 2 INCHES 2. BLUE MARKING AND WHITE BORDER SHALL BE OMITTED EXCEPT WHERE SPECIFIED IN CONTRACT DOCUMENTS. lVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS P A V E M E N T WORD, SYMBOL, AND ARROW MARKINGS REFERENCE SHEET 10 OF 15 REVISION DATE SYMBOL DETAILS 704 04 / 19 1340.19 VIRGINIA DEPARTMENT OF TRANSPORTATION ,, - 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 N N N N N N N N � O O N -7 � CO N oCq 0) 0 0 0 0 0 0 N v) E s J � ¢ in W 2 0 Ln coU) u W 0 W N � I - IL (L ca m a a u (n J j Q Q U) z W 5 g g� g g W U) a 0- IL (n 0. > W J I- 1-- g tz ui I.- � oI-- (nU)(na(n_j� IL z Z z 0- Z z ¢ u ti ti 5 I L ? O 00 co LO 'd" M N c- O z • j XL K • - j � 2020 CESO, INC OLTFIpF��' o� c� ZACHARY DAVID T FRESHNER Lie. No. OIUQ60785 FEB 0 8 021 Project 757280-01 Scale AS NOTED Drawn BAB Checked TJ V Date 03.06.20 Drawing Title CONSTRUCTION DETAILS No. ov C7.0 2016 ROAD & BRIDGE STANDARDS GR-2, 2A X 27%4" MIN - 28%4" MAX RAIL HEIGHT 6'-3" ( 6' 3" x IJ IJ IJ GR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION 3' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO.501.05. FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN '/a" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27 yq" MIN - 28%4" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL OR-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. T-1�/2" 3'-1�/2" I Y-1�/2" 3' 1'/2„ x II II II �� III GR-2A (3'4/2" POST SPACING) MAX DYNAMIC DEFLECTION 2' lit x OPTIONAL GR-2A METHOD OPTIONAL OR-2A METHOD USING NESTED RAIL USING ADDITIONAL RAIL ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE 6'-3". FLARE RATES -_ DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 60 8' 26:1 14:1 50 6.5' 21:1 11:1 * 40 5' 16:1 8:1 30 4' 13:1 7:1 1r SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 505 501,04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 0 U cd 0 v a LOW -PERMEABILITY SOIL d FILTER FABRIC n tL J > U) w r- O J Q 2 U 0 co w Z J 0 J Q U) F— U w 0 a II 'di VA/1V�/�� DIAMOND PROID d I W-11 STRUCTURAL BLOCK _ I i BACKFILL I I I I— ° alll l 7 III t d I d I I —I I T-0„ (TYPICAL) d ►ITi7 I i 1 FINISIIED GRADE ,III I 4" DIA. DRAINPIPE T-l" �- 3 TOA OF II (TYPICAL) NOTES: 1. STRUCTURAL BACKFILL IS TO BE PLACED IN 8- TO 24-INCH (TYPICAL) LIFTS 2. STRUCTURAL BACKFILL MUST BE MANIPULATED INTO ALL VOIDS BETWEEN BLOCKS TO ENSURE ADEQUATE BOND BETWEEN BLOCK AND CONCRETE MASS. d STRUCTURAL d ° BACKFILL DEPTH ' PER DESIGN d ENSURE VOID AREAS BETWEEN UNITS ARE FILLED COMPLETELY �J r" These graphic representations are intended for `1AWE Diamond Pro® Retaining Wall S stem �"] preliminary design purposes only and are not to y BUILD SOMETHING BEAUTIFUL be used for construction without the signature Date: Typical Cross Section Anchor Wall Engineering, LLC of a registered professional engineer. 4/15/2010 Scale: Project Infortnati n- 5959 Baker Road, Suite 390 0 2010 Anchor wall Engineering, LLC Typical Details For Minnetonka, MN 55345 (9) and M Anchor Wall systems, Inc. 3/8"=P-0" the Anchorplexr`r Retaining Wall System DPSA0509 C; 2016 ROAD & BRIDGE STANDARDS 1_8„_-_1 8„ l 5/a" WASHER 5/a"x1BOLT - "� I %q" HOLE- & NUT - _ - - - 7q" HOLE a Y/q GALV. STEEL 10D o COMMON NAIL w SEE NOTE 5. w TREATED PINE BLOCK g // a TREATED SOUTHERN PINE O r` 6x8 WOOD POST HOLE - THE CRT POST IS FOR USE WITH 'THE STANDARD GR-10 TYPE IIIOR WHERE SPECIFIED BY THE ENGINEER IN THE PLANS. DIA. S 6% 8"xt'-2" TREATED PINE BLOCK OR RECYCLED MATERIAL. 6" WIDE BLOCKOUT 9 7 Yq„ 4% 8%l'-2" TREATED PINE BLOCK. 4" WIDE BLOCKOUT POST MAY BE HOT ROLLED OR WELDED. N HOLES GR-2, 2A 13/q"''j 3/q" HOLE I 6"x6"xt'-2" ,y TREATED PINE BLOCK OR RECYCLED %q„�_ MATERIAL FOR USE WHEN REPAIRING DAMAGED GUARDRAIL CONTAINING STEEL BLOCKOUTS. BLOCKOUT FOR MAINTENANCE REPAIR ONLY LESS THAN 1'-O" STRONG POST 8'-0" POST GUARDRAIL REQUIRED STEPPE �- � Ty DETAIL A �v 4.. GUARDRAIL INSTALLATION — J SITES REQUIRING LONGER u N� GUARDRAIL POSTS u W6x8.5 OR W6x9 OPTIONAL HOLE TO FACILITATE GALVANIZING -� a NOTES: 1'-2" -J a TR REATED PINE TEAT u~J 1. ALL BOLTS, NUTS, WASHERS, AND OTHER BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. RECYCLED MATERIAL Li 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY N BE INTERCHANGED ON ANY ONE PROJECT WITH z THE RESTRICTION THAT THE SAME TYPE OF zz POST AND BLOCKOUT MUST BE USED IN ANY SINGLE RUN OF GUARDRAIL. 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE JOINT, HARDWARE, ETC, SEE SHEET NOS, 501,01 AND 501.02. 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER 5/g" x 18 BOLT IS INSTALLED. OBEDYq BRACKETSDIA. CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS z21 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET z of 2 236 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 501.05 2016 ROAD & BRIDGE STANDARDS ID 0 NO REMOVE PORTION OF - ADJACENT UNITS TO ALLOW DRAIN TILE THRU FACE �rHt..uvt, vHr�lta 50' MAXIMUM 4" TEE 4" O PERFORATED t - DRAIN TILE (EL VARIES, SLOPE 1% MIN.) � uu ao 2" CUT -- DAYLIGHT DRAIN THRU WALL FACE & EXTEND nor - 2ND COURSE 1ST COURSE W ANCHOR' nfor dsillusdnote rpsesonl and purposes only and should not he Diamond Pro Stone Cut® Retaining Wall System 3/8°=�'-D" -_....sg BUILD SOMETHING BEAUTIFUL © 2015 Anchor Wall Engineering, LLC 0andr"Anchor.WallSystems,Inc. used for construction without the signature of a registered professlonalengineer. Drain Pipe Through I Toe Slope Date: 1%18/2016 Drawing number. DPCR20 sV a 0 is a a 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 O O O O O O O hl N N N N N N N oo N O cN— c— O O O O (D E C C c m m C = p L s z z W g g < 0- 0- c F- I F o CL Z Z Q LL iZ 1 0 U) E s� J o W D '> U N !Y W_ ] � LU S g W rn W Q z ELI 5 g 0- W w z � 0 W 'g`/)-JW O Z `—� Z : � LL z o d M N r o Z CD N W N V z W 7 U� Q W O 0 z QO U Q Z = WU z_W 00� .J ,>i W 1711 Q 2020 CESO, INC ZACIIARY DAVID FRESIINER Lic,4no 040.660785/ Project No. L' 757280-01 Scale AS NOTED Drawn BAB Checked TJ V Date 03.06.20 Drawing Title CONSTRUCTION DETAILS otill Drawing No. C7.1 PRECAST CONC. TOP CAP SEALANT AND BACKER RC 3 1/2" THICK EIFS TO MATCH BLDG. (ABOVE WAINSCOT) 1/2" EXTERIOR GRADE SHEATHING -- FLASHING AND DRAINAGE PER EIFS MANUFACTURERS REQUIREMENTS w CONT. STONE WAINSCOT SILL TO MATCH BUILDING — BRICK WAINSCOT TO MATCH BLDG. (TYP.)_ #6 DOWELS @ EA. VERT. REINFORCED CELL \// x t. z 12" CMU - GROUT ALL CELLS SOLID 4 A- BELOW GRADE CONC. FOOTING W/ 445'S CONT. T&B \ X\\/ #4'S @ 12" O.C. 1 SECTION TRASH ENCLOSURE 10 SCALE: 3/4" = 1' -- 0" CONT. 8" BOND COURSE W/ (1) #5 BAR - GROUT SOLID 8" CMU WALL W/ HORIZ. JOINT REINF. o 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. s 6" 0 PIPE BOLLARD - SEE DTL. 6/A-10. 6" CONIC. SLAB W/ 6x6 W2.9xW2.9 WWF ON COMPACTED 6" CRUSHED STONE 1/2" EXPANSION JOINT W/ URETHANE SEALANT N 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 In GATE SEE DTL 2/A-10 HINGE SEE DETAIL 7/A-10 DOME TOP OF CON FOOTING (1") o a. �.�la '. a�,.pi � ', ],..°.' a, �•9 �. a <? d d.a .. - � � �A ... .:_-0'a v �• , I". � t 9.,°�. t4 d ° 17'-4" 22 GA. GALV. B DECK WiNL DVLIJ a LU%,r\IIYV ULYIUC TVA Vr_RIIVHL nVLU TO PREVENT BOLTS FROM DRAGGING ON CONCRETE DUMPSTER ENCLOSURE FRONT ELEVATION SCALE: 1/2" = 1' -- 0" a! 4 O Q • d • ' • ! • 4 ! 4 4 a 'a Q. a a . d Q 4 4 • d d d . d a a • .4 ,. .. Q. A Q 4 a • [] 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. — CMU STEEL GATES AND GATE POSTS PAINTED "HOMESTEAD BROWN". SEE DETAIL 2/A-10 OR ADDITIONAL NFORMATION FINISHED PAVING B A-10 I I I I I i I I I I L J I it STL. POST & FOUNDATION (TYP.) L-----J L _ J J L-----J T-6" FOOTING NOTE: ALL EXTERIOR TRASH ENCLOSURE STEEL SHALL BE GALVANIZED TYP. DUMPSTER ENCLOSURE SIDE ELEVATION SCALE: 1/2 to = 1' — 0" #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" CONIC. SLAB W/ 6"x6"W2.9XW2.9WWF ON COMPACTED 6" CRUSHED STONE CONC. APRON TO MATCH PAD CONSTRUCTION. SEE CIVIL DWG'S FOR PAD DIMENSIONS 1/2" EXP. JOINT W/ URETHANE SEALANT EXTERIOR VENEER RETURN TO MATCH BLDG. 5" CONC. FILLED GATE POST. SEE 1/A-10 GATE TO SWING 180 DEGREES DRILL HOLES IN CONC/ PAVEMENT FOR CANE BOLTS. HOLES SHALL BE PLACED TO HOLD GATES IN CLOSED POSITION AND AN OPEN POSITION OF 90 DEGREES TYP. AT ALL GATES a O W 3"x1/8" STL. STRIP CLOSURE 3 PLATE, CORRUGATED DECK A-10 NOT SHOWN. SEE 3/A10 2"x2"x3/16" TS FRAME 3"x1/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 2"x2"x3/16" TS HORIZONTAL RAIL Q 3/16"x2" STL. FLAT BAR BRACES WELDED TO Lu FRAME TOP OF PAVEMENT 3"A/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 TRASH ENCLOSURE GATE DETAIL SCALE: 3/4" LLJ - ROUND OVER TOP OF CONCRETE O z 6" DIA. X GALVANIZED W STEEL PIPE, SOLID IN w CONCRETE. PRIME & mA PAINT VALVOLINE RED. DOME TOP OF CONCRETE o FOOTING R m m —. — — —'e .°•.° d. ...Q. d.d. PAVEMENT AS m a 0 o as ° °' "a ° NOTED ON ° ' ° CIVIL DRAWINGS ° ° b d O O 6 " & DETAILS Lu "'-'AST CONC. TOP CAP a 41. TO MATCH BLDG. VE WAINSCOT) LCLSi ° a'Fn V) d . . 0- ° ° ° : ° d 3'-6" OF PIPE BELOW ❑ .d ° 'EEL GATE POST ° GRADE CENTER IN DTL. 2/A-10) o ; . CONCRETE ° < •..a . 18" DIAMETER, 4000 PSI, AIR ENTRAINED T. STONE WAINSCOTI CONCRETE BASE ° TO MATCH BUILDIN � ° - .. ° , / \// � j ° ° , ° ,. '.'.. • . 8" COARSE STONE, HAND COMPACTED NAINSCOT TO \ H BLDG. (TYP.) \/\� UNDISTURBED / / o 0 0 0 0 // -•� OR COMPACTED SUBGRADE BOLLARD DETAIL SCALE: 1 " = 1' - 0" 3"x 1/8" STL. PLATE DECK CLOSURE WELDED TO FRAME ON THREE SIDES (SEE ELEV.) 2"x 2"x 3/16" TS FRAME (TYP. OF 3 - SEE ELEV.) TOP/CENTER/BOTTOM FRAME 2"x 3/16" STL. PLATE DIAGONAL STRAP BRACING (SEE ELEVS.) 1 1/2" x 22 GA. GALV. STL. B DECK 3 GATE SECTION A-10 SCALE: 3" = 1' - 0" ELEVATION VIEW E DETAIL SCALE: 3" = V - 0" 5"0 CONC. FILLED SCHED. 40 PIPE 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH.45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 N N N N N N N 00 O �G O N O N o 0 0 r 0 0 0 HINGE SLEEVE C 1 1/2" x 22 GA. GALV. B DECK c a m L m c U U) ; _FZ ❑ 2 x 3/16" DIAGONAL BRACE z z WELDED TO FRAME W g ga 6"x2"x1/4" PLATE WELDED TO Q H H E HINGE SLEEVE AND GATE FRAME > O Fn � c 2 x 2 x 3/16" TS FRAME a Q Q Z_ Z GREASE FITTING a CL IL c 00 1- (0 L NOTE: (2) HINGES REQUIRED PER POST (TYP.) SEE DETAIL 2/A-10 DUMPSTER EXTERIOR FINISH NOTES REFER ALSO TO "EXTERIOR FINISHES", SHEET A-3. EIFS: MATCH BUILDING EIFS BRICK: MATCH BUILDING BRICK MORTAR: MATCH BUILDING MORTAR COPING: PRECAST LIMESTONE CAP. COLOR TO MATCH BUILDING STONE WAINSCOT SEALER: ALL BRICK SURFACES SHALL BE TREATED W/ SEALER. REFER TO SPECIFICATIONS. BOLLARDS / GUARD POSTS: FIELD PAINT W/SHERWIN-WILLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300 SHER-CYRL HPA. COLOR SHALL BE "VALVOLINE RED". GATES & GATE POSTS: FIELD PAINT W/SHERWIN-WILLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF SHERWIN WILLIAMS 7515 HOMESTEAD BROWN. SEMI -GLOSS DTM ACRYLIC B66-200. fQ 0 U) J 1 s U LJJ 0) W w S a W U) 0- w J r- z 0� W ❑ g W - U) a W w J Z W {-• � �- U W f n z 1 ? o 'I cM N O Z CD N uJ V z � Q J J 0 LU Z N < o 0 d z_ W z_w J > Q rflo L1 z 2020 CESO, INC F,ALTxaI,,�� o� c� ZACHARY DAVID FRESHiNER Lie. No. 0402060785 / Project No. j/ JZ7280-01 Scale AS NOTED Drawn NET Checked -I-J V Date 03.06.20 Drawing Title DUMPSTER ENCLOSURE DETAIL FOOTING DETAIL SCALE: 1 " = 1' — 0" DUMPSTER ENCLOSURE PLAN SCALE: 1 /4" = 1' -- 0" 1�d lrDraw,i�ngl . C7.2 3.5 2.8 7..9 1.5 i .0 0.8 + 0 2.3 + 1.7 1.4 1.4 +.2 0 2.0 1 .9 Q�' j 0 2 4.8 1.9 1.3 1.- .3 1.6 +1411111111111 + to + ZAW/0 2 4. 1.2 1.6 2.2 1.5 01 3� / + 1.4 +.7 5.7 1. o� + D Dc S02 _EIS 0 0 0 CODED NOTES: 1. LOCATION OF EMERGENCY LIGHT FIXTURE. FIXTURES ARE MOUNTED ABOVE BUILDING DOORWAYS. REFER TO ARCHITECTURAL PLANS FOR EXACT MOUNTING HEIGHT. Ordering Number Logic Evolve'" LED Area Light (EALS-03) EALS 03 7 ---- -- - -- -- - -- - E = Evolve ( 03 = 3rd AL=Area Light Generation S = Standard 0 =120-277* SM = Symmetric 17 = 70 (min) 30 = 30000 1 =120 Medium 40 = 4000K 2 = 208 SW = Symmetric Wide 50 = 5000K 3 = 240 SH = Symmetric "Select 4 =277 High Angle 3000KCCT 5 =480 AF = Asymmetric forlCA D = 347 Forward Approved Approved H = 347-480 * A0 =Asymmetric units *Not available High Angle with Fusing. AW = Asymmetric Wide Must choose a AN -As mmetric descreet voltage Narrow Auto N = Dimming thru A =ANSI 7-pin PE PE receptacle receptacle In control) D=External Dimmingl8/2-3ft D=ANSI 7-pin PE receptacle with cable shorting cap provided X=Non-dimmable` All constructions Nate: See accessories section on page 10 for supplied with ANSIC136.41 PE Controlordering 7-pin Receptacle *Required for Cx Opticol Codes. Not available for other optical codes. Note: Standard dimming 0-10V C1 = Integral Slipfitter GRAY = Gray F=Fusing for 1.25"-2'Pipe BLCK = Black H = Motion Sensor 15ensor Switch) (1.66in.00-2.378in. DKBZ = Dark H2= Motion Sensor l(Dointree) OD)* Bronze J=cUUConado D1=Universal WHITE =White L=Tool-Less Entry Mountingg Arm, fitted R = Enhanced Surge Protection forroul orsquore (10WMA) pole mounting** S1= Rotated Left t K1= Knuckle Slipfitter Si? = Rotated Right t for 1.9 in - 2.3in. OD "r = Elevated Surge Protection Tenon'++ (20kV/I10kA) Sit= Knuckle Slipfitter U = DALI dimming ^+ for 2.3in. - 3.Oin OD V=3-PosltionTerminal Block Y Tenon*++ = Coastal Finish V1=Knuckle Wall XXX=Special Options Mount*++ *Contact Manufadurerforavalobifty * Supplied with 3FT + Compatible with UotGd2.0nodes leads " Not compatible at347-480Vorwith ** Supplied with 3FT #14/3 power cable motionsensorcontrol tForomedleft orright�Y9htdistribution ++RestnctedAimin 9 orientation, asassembledfnmanufactudng. Not applicable for Symmetric Distributors. Angle 0'to+451 Note: H2option not available at370V-4KV t' X v.5s1!.Ip1 $ .y,5ift t157.1„.n 0' ti 8. ii9i 1 ti8 ifi J 91# " s+� C5 Symmetric Medium ISM) 7300 7500 46 83-UO G1 83 UO-G1 EALS03_C5SM730 .IES EALS03_C5SM740 .IES EALS03 C5SM750 .IES D5 Symmetric Medium ISM) 9800 10000 64 83-1.10-Gl 83-UO-GI EALS03 D5SM730 .IES EALS03 D5SM740 .IES EALS03 D5SM750 .IES F5 Symmetric Medium ISM) 14700 15000 101 B4-UO-G2 84-UO-G2 EALS03 F5SM730 .IES EALS03 F5SM740 .IES EALS03 F5SM750 .IES r + H5 symmetric Medium ISM) 19600 20000 140 B4-UO-G2 64-UO-G2 EALS03 H5SM730 .IES EALS03 H5SM740 .IES EALS03 H5SM750 .IES J5 Symmetric Medium ISM) 24500 25000 186 B4-UO-G2 84-UO-G2 EALS03 J5SM730 .IES EALS03 J5SM740 .IES EALS03 J551,1750 JES K5 Symmetric Medium ISM) 29400 30000 239 B5-UO-G3 85-UO-G3 EALS03 K5SM730 .IES EALS03 K5SM740 .IES EALS03 K5SM750 .IES C5 Symmetric Wide (SW) 7300 7500 46 62 UO G1 82 UO G1 EALS03 C5SW730 :IES EALS03 C5SW740 .IES EALS03 C55W750 .IES #, D5 Symmetric WidelSW) 9800 10100 64 B3-U0-G1 B3-U0-G1 EALS03 D5SW730 .IES EALS03 D5SW740 .IES EALS03 D5SW750 .IES F5 Symmetric Wide (SW) 14700 15100 101 B3-UO-G2 B3-UO-G2 EALS03 F5SW730 .IES EALS03 F5SW740 .IES EALS03 FSSW750 .IES TypkV H5 Symmetric Wide (SW) 19700 20200 140 B4-UO-G2 84-UO-G2 EALS03 H5SW730 .IES EALS03 H5SW740 .IES EALS03 H5SW750 ggnp- J5 Symmetric Wide (SW) 24600 25200 186 B4-UO-G2 84-UO-G2 EALS03 J5SW730 .IES EALS03 J5SW740 .IES .IES EALS03 J5SW750 .IES Z K5 Symmetric Wide (SW) 29600 30300 _ 239 85-UO-G2-G2 B5-UO-G2 EALS03 K5SW730 .IES EALS03 K5SW740 .IES EALS03 K5SW750 .IES r D5 Symmetric High Angle (SH) 9400 9600 64 B3-UO-G2 B3-UO-G2 EALS03 D5SH730 .IES EALS03 D55H740 IES EALS03 D5SH750 .IES C; F5 Symmetric High Angle ISH) 14200 14500 101 B4-UO-G2 B4-UO-G2 EALS03 F5SH730 .IES EALS03 F5SH740 JES EALS03 F5SH750 JES Mz H5 Symmetric High Angle (SH) 18900 19300 140 B4-UO-G2 B4-UO-G2 EALS03 H5SH730 .IES EALS03 H5SH740 .IES EALS03 H5SH750 JES � t< J5 Symmetric High Angle (SH) 23600 24100 186 B5-UO-G3 65-UO-G3 EALS03 J5SH730 JES EALS03 J5SH740 .IES EALS03 J55_1-1750 .IES t 1 K5 S mmetric Hi hAn le (SH) 28400 29000 239 85-UO-G3 B5-UO-G3 EALS03 K5SH730 JES EALS03 K5SH740 .IES EALS03 K5SH750 .IES L; C4 Asymmetric Forward (AF) 7300 7500 50 81 UO G2 Bl UO G2 EALS03 C4AF730 JES EALS03 C4AF740 .IES EALS03 C4AF750 .IES D4 Asymmetric Forward [AF) 9800 10000 70 82 UO G2 B2 UO G2 EALS03 D4AF730 .IES EALS03 D4AF740 .IES EALS03 D4AF750 .IES *IER F4 Asymmetric Forward (AF) 14700 15000 116 82-UO-G2 B2-UO-G2 EALS03 F4AF730_.IES EALS03 F4AF740 .IES EALS03_F4AF750 .IES H4 Asymmetric Forward (AF) 19600 20000 140 33 UO G3 63 UO G3 EALS03 H4AF730 .IES EALS03 H4AF740 .IES EALS03 H4AF750 .IES s J4 Asymmetric Forward (AF) 24500 25000 186 83-UO-G3 63-U0-G3 EALS03 14AF730 .IES EALS03 J4AF740 .IES EALS03 J4AF750 .IES Type IV K4 Asymmetric Forward (AF) 29400 30000 239 63-U0-G4 B3-UO-G4 EALS03 K4AF730 AES EALS03 K4AF740 .IES EALS03 K4AF750 .IES C4 Asymmetric High An le I9 AH) 7000 7200 50 EALS03 + ji B2-UO-G2 B2-UO-G2 C4AH730 JES EALS03_C4AH740 AES EALS03 C4AH750_AES 04 As mmetric High Angle (AH) 9400 9600 70 B2-UO-G2 B2-UO-G2 EALS03 D4AH730 .IES EALS03 WH740 JES EALS03 D4AH750 .IES F4 Asymmetric High Angle IAH) 14200 14500 116 83 UO G3 133 UO G3 EALS03 F4AH730 .IES EALS03 F4AH740 .IES EALS03 RAH750 .IES ti H4 Asymmetric Hi h An le (AH) 18900 19300 140 83-UO-G3 B3-UO-G4 EALS03 H4AH730 .IES EALS03 H4AH740 .IES EALS03 H4AH750 .IES a r J4 Asymmetric High Angle (AH) 23600 24100 186 83-UO-G4 83-UO-G4 EALS03 AAH730 .IES EALS03 J4AH740 .IES EALS03 J4AH750 .IES x K4 Asymmetric High Angle IAH) 28400 29000 1 239 B3-UO-G4 B3-UO-G4 EALS03 K4AH730 .IES EALS03 K4AH740 .IES EALS03 K4AH750 .IES C3 As mmetric WidelAW) 7300 7500 50 62-U0-G1 82-UO-GI EALS03 C3AW730 .IES EALS03 C3AW740 JES EALS03 C3AW750 .IES D3 Asymmetric Wide (AW) 9800 10100 70 82 UO G2 B2 UO G2 EALS03_D3AW730 .IES EALS03 D3AW740 .IES EALS03 D3AW750 .IES Type F3 Asymmetric Wide (AW) 14700 15100 116 82-U0-G2 82-UO-G2 EALS03 F3AW730 .IES EALS03 F3AW740 JES EALS03 F3AW750 JES ll� H3 Asymmetric Wide (AW) 19700 20200 140 83-UO G2 63-U0-G3 EALS03 H3AW730 .IES EALS03 H3AW740 .IES EALS03 H3AW750 .IES J3 As mmetric Wide (AW) 24600 25200 186 83-UO-G3 83-UO-G3 EALS03 AAW730 .IES EALS03 BAW740 .IES EALS03 BAW750 .IES a K3 As mmetricWide(AW) 29600 30300 239 B3-UO-G3 B3-UO-G3 EALS03 K3AW730 .IES EALS03 K3AW740 .IES EALS03 K3AW750 .IES C2 Asymmetric Narrow/Auto (AN) 7300 7500 50 82-UO-G2 82-UO-G2 EALS03 C2AN730 .IES EALS03 C2AN740 .IES EALS03 C2AN750 .IES r t D2 Asymmetric Narrow/AutoAAN) 9800 10100 70 B2-UO-G2 B2-UO-G2 EALS03 D2AN730 .IES EALS03 D2AN740 .IES EALS03 D2AN_750 JES II F2 As mmetric Narrow/Auto(AN) 14700 15100 116 83-UO-G3 83-UO-G3 EALS03 F2AN730 .IES EALS03 F2AN740 AES EALS03 F_2AN750 JES Type > H2 As mmetric Narrow/Auto (AN) 19700 20200 _ _ 140 63-U0-G3 63-UO7G3 EALS03 H2AN730 .IES EALS03 H2AN740 .IES EALS03 H2AN750 .IES J2 Asymmetric Narrow/Auto (AN) 24600 25200 186 B3-UO-G3 I B3-UO G3 EALS03 J2AN730_.IES EALS03 J2AN740 .IES EALS03 J2AN750 .IES ,i K2 Asymmetric Narrow/Auto(AN) 29600 30300 239 1 83-UO-G3 83 UO G3 EALS03 K2AN730 .IES EALS03 K2AN740 .IES I EALS03 K2AN750 .IES Ordering Number Logic Evolve LED Wall Pack N Series (EWNB) EWN B 7 0 E Evolve B = Photometric 0 =120-277* 7 = 70 (min) 30 = 3000K° 1 = None D \\ Series"B" 2 = 208 40 = 5000K 3 = ANSIButtonC 36. W Wall Pack 2 = 208 50= 5000K A = ANSI C236.41 3 = 240 <>Select 7-pin PE Receptacle # OVERALL PARCEL BOUNDARY + N= Housing 4=277 3000KCCT /0 1 \ Series 5 = 347 D = ANSI C136.41Receptacle Q \ \\ for IDA with in PE Rene tacle D = 347 Approved units P P N = 347-480V* with Shorting Cop # * *Only available with 0.0 \ with Fusin . Must voltage 1,2,3 and 4. Q + �.� \ Not available y Q ` choose a discreet #Order Dimming/Control \ 15""HOPE@ 1.9°/a voltage with PE as separate item. See Fi'70MAPPflOUEO F Option. accessories section of this \ OJa 0 SVEPMIN \ datasheetrmatio for ordering Q information. 0 0.0 7-0 • /+0 0 0 + ... , 0.0 .• 0.0 N 20 0 20 40 I GRAPHIC SCALE (IN FEET) Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Horiz Spill @ Prop Line Illuminance Fc 0.11 1.0 0.0 N.A. N.A. 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 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 a 4 EWNB SINGLE NA. 1.000 I-EWNBOA47301NBLCKD 44 --E] 1 SC5 SINGLE N.A. 1,000 1-EALP032C5SM730NDD1BLCKF 50 -�] 1 DI C4 BACK -BACK N.A. 1.000 2-EALP032C4AF73ONDD1BLCKF 53 ---E 1 SD2_13S SINGLE N.A. 1.000 1-EALP032D2AN73ONDD1BLCKF WITH ELS•EAL•ABL•BLCK 74 ARCHITECTURAL REVIEW BOARD STANDARD NOTE: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. N = None Required I BLCK = Black 10 = External Dimming DKBZ = Dark Bronze Leads Provided GRAY = Gray D-10Volt Input) WHTE = White F = Fusing Contact manufacturer L = Tool less entry for other colors. R = 10kV Enhanced Surge Protection H = Motion Sensor # U = DALI Dimming+A XXX = Special Options # R & H options cannot be purchased together. Not available with voltage 5, D and H. + Compatible with LightGrid 2.0 nodes. A Not compatible at 347-48OV, with A -level optical code, or with motion sensor control. Asymmetric Forward 4,000 4,300 44 Bl-UO-Gl B1-U0-G1 EWNB _A4730_JES EWNB _A4740_JES EWNB A4750_IES Asymmetric Forward 5,800 6,200 58 B1-U0-G2 B1-U0-G2 EWNB 84730_IES EWNB 84740_IES EWNB 84750_JES W C4 ; Asymmetric Forward 7,500 8,000 70 81-UO-G2 81-UO-G2 EWNB _C4730�IES EWNB C4740_IES EWNB C4750_IES D4 ,i Asymmetric Forward 9,200 9,800 89 B1-UO-G2 B2-UO-G2 EWNB_D4730_JES EWNB _D4740_JES EWN8_D4750_JES +E4F,R Asymmetric Forward 10,800 11,500 98 82-UO-G2 82-UO-G2 EWNB _E4730_IES EWNB _E4740_JES EWNB _E4750_IES {) 4 Asymmetric Forward 12,900 13,700 125 62-UO-G3 B2-UO G3 EWNB _F4730_.IES EWNB_F4740 .IES EWNB F4750_.IES Q3 , Asymmetric Wide 4,300 4,600 44 Bl-UO-Gl Bl-UO-Gl EWNB A3730_AES EWNB _A3740_IES EWNB A3750_IES n @3 t Asymmetric Wide 6,200 6,600 58 81-UO-Gl Bl-UO-Gl EWNB B3730_.IES EWNB _B3740_JES EWNB _63750_.IES a zC,3 Asymmetric Wide 8,100 8,600 70 B1-U0-G2 B1-U0-G2 EWNB C3730_IES EWNB _C3740_.IES EWNB _C3750_IES �(?41 Asymmetric Wide 9,900 10,500 89 82-UO-G2 82-UO-G2 EWNB _D3730_JES EWNB D3740_JES EWNB D3750_IES . . € Asymmetric Wide 11,600 12,400 98 B2-U0-G2 B2-UO-G2 EWNB_E3730_IES EWNB E3740_.IES EWNB_E3750_JES `te �F� Asymmetric Wide 13,900 14,700 125 82-UO-G2 B2-UO-G2 EWNB _F3730_AES EWNB _F3740_.IES EWNB _F3750_JES Asymmetric Narrow 4,200 4,500 44 81-UO-Gl 61-UO-GI EWNB A2730_.IES EWNB A2740_.IES EWNB_A2750_ IES B2 Asymmetric Narrow 6,100 6,500 58 Bl-UO Gl Bl-UO G1 EWNB 82730 .IES EWNB _82740_.IES EWNB 62750_.IES a t 2 xg Asymmetric Narrow 7,900 8,400 70 B2-UO-G2 82-UO G2 EWNB _C2730_IES EWNB _C2740_.IES EWNB C2750_IES . r _" Asymmetric Narrow 9,700 10,300 89 82-UO-G2 62-UO-G2 EWNB _D2730_IES EWNB D2740 .IES EWNB D2750_.IES E2 Asymmetric Narrow 11,400 12,100 98 82-UO-G2 82-UO-G2 EWNB_E2730_IES EW_N8_E2740_IES EWNB_E2750_.IES Asymmetric Narrow 13,600 14,400 125 82-UO-G2 82-UO-G2 I EWNB _F2730_.IES I EWNB _F2740_JES I EWNB _F2750_.IES PE Accessories (to be ordered separately) 93029237 PED-MV-LED-7 I ANSI C136.41 Dimming PE, 120-277V 93029238 ANSI C136.41 Dimming PE, 347V �PED-347-LED-7 ANSI C136.41 Dimming PE, 480V 28299 PECDTL STANDARD 120-277V 28294 PEC5TL STANDARD 480V 80436 PECDTL STANDARD 347V 73251 SCCL-PECTL Shorting cap FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL Dig With O00 OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-8584 FAX: (888) 208-4826 n1 N N N N N N N O O O N 7 7 CO N 6 NO - C C) CD CO CD NO 0 E J Q � W 2 .o m U) > m C= W Z W H- 1- a a W Cam 0-a U) U) J W � Q Q Z Z U) Z Z Z ED W g � > g '_ ry O W W W a cn W J J J J Q paZ -, Z Z Z a- Z f= Q Li ti LLL U_ ? O 00 r- (O M u) d N - o Z CD LLJ Lij N Q � U� JU) 0 Z W Z "17 W U z_w I > Ory ✓ W Z r� V 2020 CESO, INC y LrHpF�lh' c ZACHARY DAVID FRESHNER Lic. No. 0402060.79'5? W0mat_, UP, Projectl,Nd. l•/ 757280-01 Scale(/ AS NOTED Drawn BAB Checked TJ V Date 03.06.20 Drawing Title PHOTOMETRIC PLAN Drawing No. ��t n1,( C8.0 EXISTING 5" WILLOW OAK STREET TREE ON ADJACENT PROPERTY VIRGINIA & PWER DB 3925 EXISTING 5" WILLOW OAK PGS 52 STREET TREE (1) CRAPE MYRTLE EXISTING 5" WILLOW OAK STREET TREE RAIN GARDEN LANDSCAPE PLAN PREVIOUSLY APPROVED SDP200G-G I /TMP 45-1 1 1 C I (1) CRAPE MYRTLE EXISTING 5" WILLOW OAK I STREET TREE TREE PROTECTION (1) CRAPE MYRTLE (1) WILLOW OAK �-1 - Street Tree CENTRAL TELE: CO / DB J9I9 p� PGS 599 (1) CRAPE MYRTLE Cti N ti EXISTING 5" WILLOW OAK p Q, STREET TREE 1 co, (1) CRAPE MYRTLE EXISTING 5" WILLOW OAK STREET TREE EXISTING 5" WILLOW OAK STREET TREE EXISTING 5" WILLOW OAK STREET TREE ON ADJACENT PROPERTY I "�" l"i &yCXY..tYJi'Y/1LG LlL..L(i ,, >< DB #P59 Cd I4 PG__-S41Z I \�,,,� (3) NEW ENGLAND ASTER (G) NEON SPLASH SPIREA (G) INKBERKY HOLLY—\� (7) PARDON ME DAYLILI (4) NEW ENGLAND ASTER - 8) BLACKEYED SUSAN ;2) INKBERKY HOLLY /- 2) INKBERKY HOLLY (33),'13LUE OAT GRASS @ 3' OC �(G) R.ED'` ROCKET CREPE MYRTLE BUILDING LANDSCAPE DETAIL SCALE. I = 10 LANDSCAPE CODE REQUIREMENTS ^M. STREETSCAPE: 1 LARGE TREE SHALL DE REQUIRED FOR EVERY FORTY (40) FEET OF ROAD FRONTAGE, OR PORTION THEREOF. ENTIRE PARCEL FRONTAGE: 244.09 LF/40 = G. I OR 7 TREES REQUIRED G EXISTING + I PROPOSED= 7 TREES AS SHOWN N/ US ROUTE 29 SCREENING AT LEASED AREA FRONTAGE: 5-3 SCREEN MATERIALS REQUIRED; BASED ON THE MIN. I O' WIDE REQUIRED BUFFER AREA Large Canopy Trees 1 / 1,000 SF 14G LF x 10= 14GO/ 1 000 = 1 .4G or 2 REQUIRED 5 STREET TREES (EXISTING OR PROPOSED) + 3 LARGE CANOPY TREES IN RAINGARDEN Medium Canopy Trees 1 / 1,000 SF 14G LF x 10= 14GO/ 1000 = 1 .4G or 2 REQUIRED 2 TREES AS SHOWN �.., Understory Trees 1/500 SF 14G LF x 10= 14GO/500 = 2.92 or 3 REQUIRED 3 TREES AS SHOWN / Evergreen Trees 1 / 1 75 SF 14G LF x 10= 14GO/ 175 = 8.3 or 9 TREES REQUIRED 9 TREES AS SHOWN Shrubs 1/200 SF 14G LF x 10= 14GO/200 = 7.3 or 8 SHRUBS REQUIRED 25 SHRUBS AS SHOWN INTERIOR PARKING LANDSCAPED AREAS: REQUIRED 5% OF PARKING AND VEHICULAR CIRCULATION AREA 14,797 SF (WITHIN LEASED AREA) @ 5% = 5GG.85 SF REQUIRED G72.72 SF AS SHOWN I TREE � 3 SHRUBS PER 10 PARKING SPACES 15 SPACES / 1 0 = 1.5 or 2 TREES REQUIRED 2 TREES AS SHOWN VEL 15 SPACES/ 10 = 1.5 x 3 = 4.5 or 5 SHRUBS REQUIRED 10 SHRUBS AS SHOWN 5LAND SOUTH ADJACENT LEASED AREA PROPERTY BUFFER: 5-2 SCREEN MATERIALS REQUIRED; BASED ON THE MIN. I O' WIDE REQUIRED BUFFER AREA Large Canopy Trees 1 / 1,000 SF 154 LF x 10 = 1 540 / 100 = 1 .54 OR 2 REQUIRED 3 TREES AS SHOWN Medium Canopy Trees 1 / 1 ,000 SF 154 LF x 10 = 1 540 / 100 = 1 .54 OR 2 REQUIRED 2 TREES AS SHOWN Understory Trees N/A Evergreen Trees 1 / 175 SF 154 LF x 10 = 1 540 / 175 = 6.8 OR 9 REQUIRED 9 TREES AS SHOWN Shrubs 11200 SF 154 LF x 10 = 1 540 /200 = 7.7 OR 8 REQUIRED 8 SHRUBS AS SHOWN TREE COVERAGE: 10% REQUIRED LEASE AREA ONLY 22,533.9 @ 10% = 2,253.4 SF REQUIRED 2,314 SF AS SHOWN N FIRST GOLD LE WENDELL W V BK 465! PARCEL#04500 14 2) LITTLE HENRY 5WEETSPIRE J(1) ZELKOVA (9) PARDON ME DAYLILIE5 ALBEbIARLE DB 4332 PGS 284 :�EE I-KOTECTION AT EDGf_ OF CONSTRUCTION LIMITS, VERIFY LOG�QI N WITH OWNER'S REPRESENTATIVE ON -SITE �` ~- SITE LANDSCAPE PLAN 40 NORTH• PLANT MATERIALS LIST LEASED AREA CANnPY (-Al ('.III ATInNS QTY. PLANT NAME MINIMUM INSTALLED SIZE QTY. TREE CANOPY EACH SF`" COVERAGE TOTAL LEASE AREA TREES 1 WILLOW OAK - Quercu5 phellos 3-1/2" cal. B/B 2 ZELKOVA - Zelkova serrata 'Village Green' 2-1 /2" cal. B/B G' Clear Trunk 2 452 904 3 RED MAPLE - Acer rubrum 'October Glory' 2-1 /2" cal. B/B G' Clear Trunk 1 397 397 3 KIVERBIRCH - Betula nigra 'Heritage' _T 2-1/2" cal. B/B Single -stem 1 397 397 UNDERSTORY TREES 7 CRAPE MYRTLE - Lagerstroemia Indica x faunel 'Natchez' 8' ht. B/B or cont. 2 77 154 6 RED ROCKET CRAPE MYRTLE - Lagerstroemia indlca 'Whit IV' 8' ht. B/B or cont, 6 77 4G2 EVERGREEN TREES 1$ NELLIE 5TEVEN5 HOLLY - Ilex x attenuata 'Fosters' _T 5'-7' ht. B/B SHRUBS & GRASSES 22 GLOSSY ABELIA - Abella x grandiflora` 30" ht. B/B or # 5 cont. 30 3$ BLUE OAT GRASS - Helictotrichon sempervirens # 2 cont. 3 DWARF BURFORD HOLLY - Ilex cornuta 'Burford Nana' 24" ht. B/B or #5 cont. 14 20 INKBERKY HOLLY - Ilex glabra 'Compacta` 24" B/B or #5 14 $ NEON SPLASH SPIREA - Spirea bumalda 'Neon Splash' 24" B/B or cont. 14 10 LITTLE HENRY SWEETSPIKE - [tea vircginlca 5prich" 24" B/B or cont. 14 3 SWEET PEPPERBUSH - Clethra alnifolla 30 ht. #5 cont. PERENNIALS 30 TOTAL 1 2,314 SF CANOPY COVERAGE: 10% REQUIRED 24 PARDON ME DAYLILIES - Hemerocallls x 'Pardon Me' # I cont. 2$ BLACK-EYED SUSAN - Rudbeckia hirta" # I cont. LEASE AREA ONLY 21 NEW ENGLAND ASTER - 5ymphyotichum novae-angllae' # I cont_ * Denotes Virginia Native Plants GENERAL LANDSCAPE REQUIREMENTS I . ALL PLANT MATERIALS SHALL BE NURSERY GROWN AND SHALL BE PLANTED IN ACCORDANCE WITH THE LANDSCAPE SPECIFICATIONS ADOPTED JOINTLY BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER F THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. 2, DIAMETERS OF PLANT MATERIALS AS DRAWN ARE REPRESENTATIVE OF PLANTS AT OR NEAR,MATURITY RATHER THAN AT INITIAL PLANTING. 3. THE PLANT LIST IS INTENDED AS A GUIDE FOR THE LANDSCAPE CONTRACTOR. IN THE EVENT OF DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE PLANT LIST AND ON THE DRAWING, THE GREATER NUMBER SHALL APPLY. 4. LANDSCAPE CONTRACTOR SHALL COORDINATE PLANT INSTALLATION SEQUENCE WITH IRRIGATION CONTRACTOR. 5. ADJUSTMENTS IN LOCATIONS Of PLANT MATERIALS MAY BE NECESSARY DUE TO NEW OR EXISTING UTILITIES OR SITE OBSTRUCTIONS. SET NEW TREE5 A MIN. 10' FROM NEW OR EXISTING UTILITY LINES. ADVISE PROJECT MANAGER BEFORE THE ADJUSTMENTS ARE MADE. G. ALL SHRUBS. OCCURRING IN CONTINUOUS ROW OR FORMAL ARRANGEMENT SHALL HAVE UNIFORM HEIGHT, SPREAD AND HABIT Of GROWTH. FOR PERENNIAL LOCATIONS, FILL AREA WITH QUANTITY OF PLANTS DESIGNATED; EVENLY SPACED. 7. A MINIMUM OF 8" DEPTH OF NEW TOPSOIL SHALL BE PLACED IN ALL BED AREAS BY LANDSCAPE CONTRACTOR PRIOR TO PLANT INSTALLATION. BACKPILL ALL SHRUBS AND TREES WITH BACKFILL MIX OF ONE PART COMPOST TO THREE PARTS TOPSOIL. 8. PLACE WEED BARRIER IN ALL SHRUB BEDS: 5 OZ. WOVEN, NEEDLE -PUNCHED, POLYPROPYLENE FABRIC, OVERLAPPING THE SEAMS. 22,533.9 SF @ 10% = 2,253.4 SF REQUIRED 2,314 SF AS SHOWN REFER TO SHEET L- I . I FOR REMAINING PARCEL B LANDSCAPE PLAN � CANOPY COVERAGE 9. MULCH TREES AND SHRUBS WITH MIN, 3" DEPTH OF 'BLACK GOLD" OR APPROVED EQUAL, BLACK DYED SHREDDED HARDWOOD MULCH. MULCH PERENNIALS WITH 2" DEPTH OF MULCH. MULCH SHALL EXTEND IN A CONTINUOUS LAYER WITHIN PLANTING BEDS FROM FACE TO FACE OF 51TE STRUCTURES - WALKS, BUILDING, CURBS, OR OTHER PLANT BED LIMITS. 10. ALL BED EDGES SHALL BE SPADE -CUT AND CLOSELY ALIGN AS POSSIBLE WITH EDGES AS SHOWN ON DRAWING. KEEP MULCH A MIN. I/2" BELOW ADJACENT PAVED SURFACES. 1 1. SOD ALL LAWN DISTURBED AREAS WITHIN PROJECT LIMITS AS NOTED ON CIVIL DRAWINGS; INCLUDING OUT TO PAVEMENT EDGES. REFERTO CIVIL DRAWINGS AND VERIFY EXTENT WITH PROJECT MANAGER. 12. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR ONE-YEAR FROM DATE OF OF ACCEPTANCE. PRIOR TO END OF WARRANTY PERIOD CONTRACTOR SHALL REPLACE ALL TREES, SHRUBS OR PLANTINGS NOT ALIVE OR IN A HEALTHY GROWING CONDITION. 13. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING Of TREES 15 PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LANDSCAPE ARCHITECT: YELLOW SPRINGS DESIGN PO Box 472 205 PARK MEADOWS DR. �<•:;;3 YELLOW SPRINGS, OHIO 45387 (0) 937.767.8199 (M) 937.654.8199 yellowspringsdesign@bizwoh.rr.com LICENSED IN: OR KY, PA, IN, IL, MS, MI, VA, TX, OK, AZ, CO & UT 0 (5_ v a x g 0 N 0 N N N N N N � 00 o p N t- 7 m 7 0 (D o 0 'I- N 0 o 0 C O FQ r mrn �. 0 o W Z w N c' g g Co Co a 0 W W 07 F 'IT¢ � Z¢ Z W w � z Z Z g � m Z z g (L W a W W Z IL W w P > W Q Q Q g o¢ Q z z LL z z a z ? o CM z r- 0 N N 0 Q W U� > J W \ Z l y 3. U) ' _j PJ, Q :.. ; _ LIJ Z W I > W I) Z Q O 2020 CESO, INC 4p,L7H �F r0 ®e� �r ROGEIva R E. BEAL D� 1 5 cgPE M�6e NAME: ROGER E. BEAL REGISTRATION NO: LA 400001955 EXPIRATION DATE: 05/3112022 Project No. 757280 Scale REB Drawn RE B Checked TJV Date 03.06.20 Drawing Title LANDSCAPE PLAN LEASED AREA Drawing No. -t,� L-1.0 DENOTES EXISTING WILLOW OAK STREET TREES (1) WI LLOW OAK DENOTES PROPO5ED:LEA5E AREA TREES (1) SCARLET OAK PAINI ('APnFNI I,ANInC:,(-'APF PI ANI �.... PREVIOUSLY APPROVED SDF20OG-G I /TMP 45-1 1 1 C O �5 N� �xzj Q (1) BLACK GUM NW O R Co. ~� (5) GHINE5E HOLLY N (5) NELLIE,5TEVEN5 HOLLY` --_ �� (5) HENKY'5 GARNET 5WEETSPIREV. (1 5) CHINE5E HO 40 - a ZD� /(7) t RED TWIG DOGWOOD , /A\ y �- Di With(2)0(:)(:) 19 FIRST GOLD / WENDELL /0 oc BK 4 PARCEL#04: PARCEL B N/F FIRST GOLD LEAF LAND TRUST BK 865. PG 165 PARCEL#04500-00-00-111C0 49546.9 SQ. FT. 1.14 AC. A REMAINING PARCEL B LANDSCAPE PLAN SCALE: 1 "=20' 1 1 20 41 OP NORTH GRAPHIC SCALE (IN FEET) PLANT MATERIAL5 L15T - This Sheet Onl REMAINDER OF PARCEL B CANOPY CALCULATIONS QTY. PLANT NAME MINIMUM INSTALLED SIZE QTY. TREE CANOPY EACH 5F** COVERAGE TOTAL LEA5E AREA TREES 3 RIVERBIRCH - Betula nlcya 10'-1 2' ht. B/B 3 397 1 1 9 1 1 BLACK GUM - Ny55a 5ylvatICa I " cal. B/B 1 370 370 2 BALD CYPRESS - Taxodlum dl5tichum 10'-1 2' ht. B/B 2 79 156 1 SCARLET OAK - Quercu5 cocclnea I " cal. B/B 1 370 370 1 WILLOW OAK - Quercu5 phell05 I " cal. B/B 1 J 370 370 UNDERSTORY TREES 1 SERVICEBERRY - Amelanchler grandlflora G'-7' ht. B/B or Cont. 1 77 77 EVERGREEN TREES 11 NELLIE R. STEVEN5 HOLLY - Ilex x 'Nellie R. 5teven' 5'-7' ht. B/B 11 44 464 6 LITTLE GEM MAGNOLIA - Magnolia cyandlflora 'Little Gem' 5'-7' ht. B/B 6 82 492 SHRUBS 17 RED TWIG DOGWOOD - Cornu5 5erlca 24" B/B or #5 17 72 1 224 24 FOTHERGILLA - Fothergllla major 24" B/B or #5 24 20 480 20 CHINE5E HOLLY - Ilex cornuta 24" B/B or #5 20 14 280 24 HENRY'S GARNET 5WEET5PIKE - Itea vlrcglnlca 'Henry'5 Garnet' 24" B/B or #5 24 G4 1 53G EX15T1 NG TREE5 PLANT NAME QTY. TREE CANOPY EACH 5P COVERAGE TOTAL LEASE AREA TREES WILLOW OAK - Quercu5 phello5 ------ 6 370 2220 ZELKOVA - Zelkova 5errata ------ 1 452 452 LEASED AREA PROPOSED FRONTAGE TREE5 - Refer to Sheet L-1 .0 PLANT NAME QTY. TREE CANOPY EACH SF** COVERAGE TOTAL LEASE AREA TREES RIVERBIKCH - Betula nigra 'Heritage' ------ 1 397 397 UNDERSTORY TREES CRAPE MYRTLE - Lager5troemla Indlca x faurlel 'Natchez' ------ 5 77 385 EVERGREEN TREES NELLIE R. 5TEVEN5 HOLLY - Ilex x 'Nellie R. Steven' ------ 9 44 39G LEASED AREA PROP05ED ADJACENT 1310-EI LTER PLANTS - Refer to Sheet L- 1 .0 PLANT NAME QTY, TREE CANOPY EACH SF** COVERAGE TOTAL LEASE AREA TREES RED MAPLE - Acer rubrum 'October Glory' ------ 2 397 794 RIVERBIRCH - Betula nlgra 'Heritage' ------ 1 452 452 UNDERSTORY TREES NELLIE R. 5TEVEN5 HOLLY - Ilex x 'Nellie R. Steven' ------ 9 77 G93 TOTAL 12,821 SF CANOPY COVERAGE: 10% REQUIRED REMAINER OF PARCEL B ONLY PARCEL B 49,54G.9 SF (- LEASE AREA 22,533.9 5F) = 27,013 5F @ 10% = 2,701.3 SF REQUIRED 1 2,82 1 SF AS SHOWN LANDSCAPE ARCHITECT: YELLOW SPRINGS DESIGN PO Box 472 205 PARK MEADOWS DR. YELLOW SPRINGS, OHIO 45387 (0) 937.767.8199 (M) 937.654.8199 yellowspringsdesign@bizwoh.rr.com LICENSED IN: OH, KY, PA, IN, IL, MS, MI, VA, TX, OK, AZ, CO & UT/1�0 N N "" N N N N 0 o N r 7 O N 0 0 0 0 0 m m U) It co g g Z z E [z m z 0- 0 w v7 w w w z m a W W W LL- -� w Q z Z 0 0 0 E 0 0 ,-I(-0IU-)II-IMINIr-Iz v— CD 0) N (D> < LIJ = J UJ LLl -4 M N �) Z x9� Z < LJ U z LJ ., > 00 > W Z Q 2020 CESO, INC ROGER E. BEAL D`+. 1 5 N�oz�g +PE p, N,�►`tr �l NNN4 / qG NAME: ROGER E. 15EAL REGI5TRATION NO: LA 4000O 1955 EXPIRATION DATE: 05/31/2022 Project No. 757280 Scale REB Drawn R E B Checked TJV Date 03.06.20 Drawing Title LANDSCAPE PLAN REMAINING PARCEL B County of Albemarle Conservation :Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-1�I1-297 for complete specifications) 1. The followima items shall be shown on the [clan: Q Trees to be saved; � Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2. Nla.rkings: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County .Inspector. 3. Pre -Construction Coinference: U Tree preservation, and protection measures shall be reviewed with the contractor on site, 4. Gguiprneut Operation and Storage: 7 � Heavyequipment, vehicular traffic and storage of construction materials including sort shall permitted within i es 'trees s g b h� ll rrat be petrr. rued vrthin the drrpl n of to be saved. 5. Soll Erosion and Storrnwater .Retention Devices: Ell Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted wither 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Toxic .materials sfhall not be stored within 100 :feet of the dripline of trees to be saved. 8. .Protective Fencing: Q Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fenchrg. Q Fencing shall be in place and shall be, inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: R 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: 4' When the ground level Hurst be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. I' 1L 'l'.rerrclrru arrd `I'rrnrrelrrr : El When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: Protective fencinn shall be the last items removed during the final cleanup. 13. Damaged "frees: R1 Damaged trees shall be treated immediately by prurrirrg, fertilization or other methods recommended by a tree specialist. NOTE: IT is TIIE DEVELOPER'S RESPONSIBILITY TO CONFER WITI1 THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. O`VNER CONTRACT PI;,ACHASER SIGNATURE 5/27/2020 (DATE) May 27, 2020 (DATE) 5/1/06 Page 1 of 1 3" DEPTH OF BLACK DYED MULCH LAYER - KEEP CLEAR WITHIN A FEW INCHES OF TRUNK SOIL DAM WATERING BASIN BACKFILL: PLANTING 501L MIX PER SPECIFICATIONS REMOVE TOP 1 /3 OF BURLAP (MORE IF POSSIBLE WITHOUT DAMAGING ROOTBALL) OR ENTIRE CONTAINER PLANT MOUND -COMPACTED BACKFILL UNDISTURBED SOIL PLANT INSTALLATION DETAI L5, Q) O O 0 0 go �V 2 - 2" X 2" WOOD STAKES DRIVEN 1 8" BELOW PIT - ATTACH TO TREE WITH 18 GAUGE WIRE Gil WRAPPED WITH HOSE MIN. 4' MIN. DIA. SEE NOTE I . s 0 ' i _ 3 o j a + O j!`L \ G" MIN. ROOTBALL DIAMETER 2X KOOTBALL DIA. (MIN.) 5HRUD PLANTING DETAIL .r 2" ± DEPTH OF GRAVEL MULCH '•'j. FINISH GRADE' r 11494#A"D9 �SAii HUW913i8A818A a A A aP GEOTEXTILE FABRIC/ WEED BARRIER UNDERfR GRAVEL MULCH OVERLAP JOINTS AND TURN UP AGAINST WALL AND CURB *GRAVEL MULCH INSTALLATION NTS BACKFILL: PLANTING 501L MIX PER 5PECIFICATION5 DO NOT PRUNE OR DAMAGE LEADER OF TREE ROOT COLLAR TO BE AT OR A LITTLE ABOVE SOIL LEVEL 3" DEPTH OF BLACK DYED MULCH KEEP MULCH AWAY FROM TRUNK 2"-3" SOIL DAM WATERING BASIN (4' MIN. DIA. FOR TREES PLANTED IN LAWN AREAS) o Ifs\ � DEPTH OF HOLE AS ` MJ REQUIRED TO PLACE ROOT - s I v _COLLAR 2" ABOVE FINISH GRADE G" MIN. J LEAVE SOLID 501L PEDESTAL ROOTBALL DO NOT DIG DEEPER THAN DIAMETER UNDISTURBED SOIL BALL DEPTH 2X DIA. REMOVE TOP 1/3 OF WIRE BASKET ROOTBALL OR BURLAP FROM KOOTBALL (MORE IF NOTES: P0551BLE WITHOUT DAMAGING KOOT13ALQ 1 .INDIVIDUAL TREES IN LAWN AREAS SHALL RECEIVE A 4' MINIMUM DIAMETER MULCHED CIRCLE. SHADE TREE PLANTING DETAIL CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA AS SHOWN ON PLAN NOTES: 1. NO EQUIPMENT SHALL OPERATE IN51DE THE PROTECTIVE FENCING NOR SHALL MATERIALS BE STORED WITHIN THE PROTECTIVE FENCING, TREE PROTECTION DETAIL N.T.S TREE PROTECTION FENCE: HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" X 1,511 OPENINGS; COLOR- ORANGE. STEEL POSTS INSTALLED AT 8' O.C. 2" x 0 5TEEL T-POSTS OR APPROVED EQUAL. MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS. LANDSCAPE ARCHITECT: MIq YELLOW SPRINGS DESIGN i PO Box 472 205 PARK MEADOWS DR. H YELLOW SPRINGS, OHIO 45387 (0) 937.767.8199 (M) 937.654.8199 yellowspringsdesign@bizwoh.rr.com LICENSED IN: OH, KY, PA, IN, IL, MS, MI, VA, TX, OK, AZ, CO & UT i CESO N O N O N r N N r r N M CD N 00 CD N N +: N N r of co Cfl ai N r r O O O O O N C O E J 7 cn C W An U W N w 11� J J a w IL m rU) U) � z J ¢ z W d g cM g Q 5s� Q Z z U) M a a W 0_ g w IW_- Lit H zZ W _ W V7 z z U a ° U) J � z LL LL z z LL � Z _ O O LO CM N r o z CD 0) N N (D z <C W J `. U) € — W {� i{ — \ "�a z ! 1— Efffi ; NK z O W. J WU Z W J OOP Q W Q z (DfQf� n 2020 CESO, INC H 6 �i _NL t o, ROGER E. BEAL DZ r 1955 L NAME: ROGER E. DEAL REGI5TRATION NO: LA 4000O 1955 EXPIRATION DATE: 0513IJ2022 Project No. 757280 Scale R E B Drawn REB_ Checked TJV Date 03.06.20 Drawing Title LANDSCAPE DETAILS Drawing No. 2� .. L-1.2 GENERAL IRRIGATION REQUI!REMENT5 1. THE IRRIGATION SYSTEM IS DIAGRAMMATIC BASED UPON THE INFORMATION PROVIDED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. THE SUCCESSFUL CONTRACTOR IS RESPONSIBLE TO INSTALL A SYSTEM THAT WILL PROPERLY COVER ALL AREAS INDICATED ON THE DESIGN, ACTUAL LAYOUT OF PIPING, SPRINKLER HEADS, VALVES, CONTROLLERS AND OTHER RELATED EQUIPMENT SHALL BE DETERMINED ON SITE. MINOR FIELD CHANGES SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, STRUCTURES AND UTILITIES AND MAKE THE NECESSARY ADJUSTMENTS TO ACCOMMODATE THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS. THERE MAY BE TIMES WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADES OR DIMENSIONS THAT EXIST MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, SUCH OBSTRUCTIONS SHOULD BE BROUGHT TO THE ATTENTIONS OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND COSTS THAT OCCUR, 2. THIS SYSTEM SHALL BE INSTALLED USING ACCEPTED AND QUALITY INSTALLATION STANDARDS AS USED IN THE INDUSTRY. ALL MANUFACTURERS SPECIFICATIONS WILL BE FOLLOWED. 3. MAINLINE SHALL BE BURIED A MINIMUM OF 1 2" OF COVER AND A MAXIMUM OF 16" OF COVER. LATERAL LINE PIPING A MINIMUM OF 1 2" OF COVER. ALL BACKFILL SURROUNDING THE PIPE SHALL BE CLEANED OF MATERIALS LARGER THAN I " IN SIZE. BACKFILL SHALL BE ADDED IN G" INCREMENTS AND MECHANICALLY TAMPED. 4. SYSTEM DESIGN IS BASED ON PRESSURE AND FLOW INFORMATION PROVIDED BY OTHERS, STATIC PRESSURE WAS GIVEN AS 70 PSI AND THE SIZE OF THE P.O.C. IS AS INDICATED ON THE DRAWING. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT DIFFERENCES BETWEEN REQUIREMENTS AND THE ACTUAL READINGS TO THE OWNER'S REPRESENTATIVE. A BOOSTER PUMP MAY BE NECESSARY IF THE REQUIRED PRESSURE IS NOT AVAILABLE. ADDITIONAL COSTS SHALL BE SUBMITTED TO THE OWNER AS A CHANGE ORDER. 5. PIPING SHOWN IN PAVED AREA WITHOUT SLEEVE IS DIAGRAMMATIC AND SHALL BE LOCATED INSIDE OF PROPOSED SLEEVES, THE PLANTED AREA OR TURF AREA APPROXIMATELY I' FROM ANY HAKDSCAPE. G. ALL VALVES SHALL BE PLACED IN VALVE BOXES AS SHOWN IN THE DETAILS AND ALL ELECTRICAL CONNECTIONS SHALL BE SEALED WITH WATERPROOF CONNECTORS. CONTROL WIRE SHALL BE SOLID COPPER WIRE U.L. APPROVED FOR DIRECT BURIAL IN THE GROUND. SEE DETAILS. 7. CONTROLLER, RAIN SENSOR, METER, TAP AND BACKFLOW LOCATIONS ARE AS SHOWN ON THE PLAN OR AS STATED IN THE DETAILS AND LEGEND. ALL INFORMATION IS TO BE VERIFIED PRIOR TO ANY INSTALLATION OF THE PROJECT. 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR ALL CLEAN UP ASSOCIATED WITH HIS WORK. 9. IRRIGATION CONTRACTOR SHALL ALL PROVIDE THE FIRST WINTERIZATION, SPRING TURN ON, HEAD ADJUSTMENTS AND CONTROLLER MAINTENANCE IN BID. WALL MOUNT: I O TO BE MOUNTED IN UTILITY ROOM NEXT TO SERVICE PANEL. 2O FLOOR INSIDE BUILDING. OGFI RECEPTACLE AND LOCKING SWITCH. I I OV POWER SOURCE FOR IRRIGATION TIMER. SEE LOCAL CODE. ® IRRIGATION CONTROLLER, MOUNT ON IN51DE WALL OF BUILDING. INSTALL WITH PVC ELECTRICAL CONDUIT (GRAY), WITH 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. OELECTRICAL CONDUIT (GRAY), SIZE I" MINIMUM. FOR I I OV POWER SUPPLY. 5EE LOCAL ELECT. CODES. ® ELECTRIC CONDUIT (GRAY) 5CH40, FOR LOW VOLTAGE IRRIGATION CONTROL WIRE TO REMOTE CONTROL ZONE VALVE. 51ZE TWICE THE 51ZE OF WIRE BUNDLE. RAINBIRD ESP CONTROLLER NTS j Dig With I " MAINLINE A4"SLEEVE 1" MAIN T' SLEEVE /rT E IRRIGATION PLAN / SCALE: I " = 20' 20 0 20 40 �v �%� NORTH GRAPHIC SCALE (IN FEET) IRRIGATION DETAI L5 BUILDING �— PLASTIC TIE DOWN STRAP i-- RAIN SENSOR J MOUNTING BRACKET WIRE TO IRRIGATION CONTROLLER SECURE WIRE WITH CABLE TIE BRACKET ( I OF 2) NOTE: MOUNT SENSOR ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRINKLER SPRAY, NO MORE THAN 300' FROM RECEIVER UNIT. MOUNT RECEIVER UNIT NO FURTHER THAN G' FROM CONTROLLER. RAINBIRD RAIN SENSOR SECTION NTS SECTION RAINBIRD DV-100 ELECTRIC VALVE NTS LINEAR LENGTH OF WIRE, 'ROOF CONNECTION 2) 5OX WITH COVER: ;H SIZE 3RADE/TOF OF MULCH - CONTROL VALVE: IIRD DV H (50 NIPPLE (CLOSE) =[01�41 H 60 NIPPLE H AS REQUIRED) I OF 4) ELL ,INLINE PIPE H 40 TEE OR ELL H 40 MALE ADAPTER "ERAL PIPE D.V-INI. H MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL SECTION IRRIGATION LEGEND SYMBOL MANUFACTURER/MODEL Rain Bird XCZ- 100-PRF Area to Receive Dripline Rain Bird XFD-OG-16 (22) SYMBOL MANUFACTURER/MODEL Rain Bird PGA Globe ® Rain Bird 5-RC Nibco TI-8 gF Zurn 375 1 " © Rain Bird E51'4ME Ram Bird WK2-R5 Irrigation Lateral Line: PVC Cla55 200 SDK 2 1 — — — — — Irrigation Mainline: PVC Cla55 200 SDP\ 2 1 Pipe Sleeve: PVC Schedule 40 Valve Callout J# •— Valve Number #JJ # Valve Flow Valve Size LANDSCAPE ARCHITECT: ,rm YELLOW SPRINGS DESIGN PO. Box 472 205 PARK MEADOWS DR. IYELLOW SPRINGS, OHIO 45387 a, (0) 937.767,8199 (M) 937.654.8199 yellowspringsdesign@bizwoh.rr.com LICENSED IN: OH, KY, PA, IN, IL, MS, MI, VA, TX, OK, AZ, CO & U o N N N � N N " co 4 � cV o o CODI �O �O r' O� 1 J w m U) � Z) U o w w Z 0� Q J N Z Z g m Z 0- J Z LL Z 0- p- m z ii. g O a Q Z 0- P z if m U) z o- d- 3: Q g W Q z U- W m W g� W U3 Q E� z w j W w O ;n 0 E 0 0 CI �I `rI�INI_1 h`. r O N W N 0 > z <C W = J U� J U) c3 O W O J W U z_ W J Q � W 0 z VfQfn U 2020 CESO, INC �,144 14NLTH 601 z'/3VIV ROGER E. BEAL v: 19 J ,'tiVr`S,, ��. °r000400%% 'tl t'/21 NAME: ROGER E. BEAL REGI5TRATION NO: LA 4000O 1955 EXPIRATION DATE: 06/31/2022 Project No. 757280 Scale REB Drawn PIR Checked TJV Date 03.06.20 Drawing Title SITE PLAN Drawing No. L-2 ■ 0 7D