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SDP202000020 Plan - Submittal (First) Initial Site Plan 2020-03-06
OWNERIDEVEL CPER: VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 CONTACT:JASON HUNT PHONE: (859) 357-7188 EMAIL: JASON.HUNT@VALVOLINE.COM 3601 RIGBY RD. SUITE 300 MIAMISBURG, OH 45342 CONTACT: KELLY SCHWIETERMAN PHONE: (937) 401-3413 EMAIL: SCFIWIETERMAN@CESOINC.COM CITY OF CHARLOTTESVILLE RIO MAGISTERIAL DISTRICT E, IRA i %oHARLOTTESVILLE, VA 22901 VARIOUS UTILITIES THAT DO WORK WITHIN VARIOUS PARTS OF THE CITYICOUNTY ARE LISTED BELOW AS AN INITIAL AID TO THE ENGINEER. PLEASE VERIFY LOCAL UTILITIES IN THE VICINITY OF THE SITE AND INCLUDE THEIR CONTACT INFORMATION ON THE PLANS ACCORDING TO THE FOLLOWING FORMAT: SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 WATER: ALBEMARLE COUNTY SERVICE AUTHORITY '168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 STORMWATER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 2291-1 PHONE: (434) 977-4511 ZONING: ALBEMARLE COUNTY ZONING 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 296-5832 PROPERTY i.A;.+ DATA, PARCEL OWNER: TM: PARCEL ID: ADDRESS: PROPERTY AREA: ZONING: EXISTING USE: PROPOSED USE: FLOODPLAIN: DISTANCE FROM PROPOSED INGRESS/EGRESS TO NEAREST STREET INTERSERCTION BUILDING SETBACKS FRONT: SIDE: REAR: PARKING SETBACKS/REQUIREMENTS FRONT: SIDE: REAR: STALL DIMENSIONS: MAXIMUM BUILDING HEIGHT: MAXIMUM SQ FT COMMERCIAL USE: PERCENT & ACREAGE OPEN SPACE: MAXIMUM IMPERVIOUS COVER: PARKING CALCULATION: TOTAL PARKING SPACES: ADA PARKING SPACES: GAS SERVICE: CHARLOTTESVILLE GAS CONTACT: IRENE PETERSON EMERGENCY: (434) 970-3812 ELECTRIC: DOMINION VIRGINIA POWER CONTACT: KELVIN PARKER EMERGENCY: (434) 972-6738 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 (F-IC) UNDEVELOPED VACANT LOT MOTOR VEHICLE SERVICE AND MAINTENANCE ENTIRE SITE IS IN ZONE X -AREA OF MINIMAL FLOOD HAZARD APPROXIMATELY 418 FT. ALONG GANDER DR. CENTERLINE REQUIRED PROPOSED 10, 89.80' 0' 51.53' - 123.78' 0' 82.50' 10, 14' 0' 27.7' - 22' 0' 31.6' 1 O' X 18' 1 O' X 18' 65' 28.9' 22,533.90 SF (LEASE AREA) 51.3% (0.580 ACRES) 48.7% 10 1 10 1 t� z SHEET LIST TABLE CIVIL DESCRIPTION C1.0 TITLE C2.0 EX. CONDITIONS & DEMOLITION PLAN C3.0 SITE PLAN C4.0 GRADING PLAN C5.0 STORM DRAINAGE PLAN C6.0 UTILITY PLAN C7.0 CONSTRUCTION DETAILS C8.0 PHOTOMETRIC PLAN L1.0 LANDSCAPE PLAN L2.0 IRRIGATION PLAN ABUTTING PARCEL MAP 1"=100' S CHARLOTTESTILLE I RICHMOND CHESAPEAKE LOCATION MAP NO SCALE Le' no";�,`+` Yc, ,`21:aA rats ilil,iYf3 e`�f iT3.3.lFs aK,,,azap umon Buda � cnSITE Any time Fflnen,, �r 2afnPto. VICINITY MAP NTS SURVEY PROVIDED Y: 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 DM #2 456.52' SE CORNER OF PARCEL B *VERTICAL DATUM: NAVD88 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. �oE 0 NID N i CO O c•� N N � I I �I 0 I = �1-y � ICI W w ry W I n w — > v) Q w ry w Sri T11- CD m t� N W ,J p ) t•�; ® Im I� U� 1 W W 2020 CESO, INC O�LTEIpp�l11' ZACH ARY DAVID Y FRESHNER Lie. No. 0402060785 SStUNAL��G Project No. 757280 Scale AS NOTED Drawn BAB Checked TJ V Date 03.06.20 Drawing Title Drawing No. TITLE w Lu w O it a N r W z J of >I U w ry a. F TOC= 59.54' NVc � ... J I �i1,4 LEASE 5SiL1T- �I_E \°E N/r _ PC,S`52 ,g) ;% ;' Gt/;, PLANTERS BANK & TRUST �, ^ *'' ;t COMPANY OF VIRGINIA 09 �2 } F a � � i '• BK 4659. PG 32 AC 019112`Ri` flfi'PY1 c �� t?r," PARCEL#04500-00--00-111A0 911tf/d'iP �..R4, 6'Ci1TRol04ft Esw- fj1 r a'v 3 p/ Jfp/ CITY Is 193oi j 3 / o. d ,e 5 w / VACANT , ✓ TEZ5 00 PidT < NO BUILDINGS ATAN TI�ME OF SURVEY LEASE f 22533.90 Sq. Feet -1 --- -- -- l \ 0.52 Acres�.. li I'�� N=4 s3.09' ` �;� LAT.38°05'27" N 7 LONG.S78 2805 W e,3 NV 453,0 k ^ j R, Ztd�'C�!�rC,-li' .,,. � � f TOC ;•a3 ' S� � J/ �;, ``. /^, F .. 3 IOC=45 F> f G/Tiil E,5;4,17,, „ r 4 1, r/ ( / Z I N`J 44.6.69' 1. 11 V•rR,--ZixlR P�� A, / t` > TOC=4 6 76' I NV= 44.9.91 } f PARCEL B N/F FIRST GOLD LEAF LAND TRUST BK 865. PG 165 PARCEL #04500--00-00-111 CO 49546.9 SQ. F71, 1.14 AC, IV 20 0 20 40 GRAPHIC SCALE (IN FEET) :.,,::,yam' :`t.! �""`... l :., "'+• CITYO, AL07, PLC ,. N j , 0 9 p N 1 1 ` PTAP INVESTMENTS M1!(S LLC EC A 08, BK 4659, PG 32 PARCEL#04500-00-00-11000 2 Y nr c - \ .� L t1E B!' AR ING� DISTANCE, 3`1959 C/ Ll`R} .N 0 52'199` E 1856' _ PG,S52 / L3fF) N 24 4�r 19 r l J_37_ N F FIRST GOLD LEAF LAND TRUST WENDELL W WOOD, TRUSTEE BK 4.659. PG 32 PARCEL04500-00-00--11100 ;s tV r 4Z9Ir1,9TZ,ESZ-Rl110E141 "W- RITY, 3I1 log f l ` Pas29V v 04 t t 1 3 4 upta� � t 6 �3\ A 4Z I � '✓ f f d ; DEMOLITION PLAN GENERAL NOTES: 1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LOCAL JURISDICTION, AND ALL UTILITY PROVIDERS LOCATED ON -SITE AND IN THE RIGHT OF WAY. 2. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER LOCAL PROJECT SPECIFICATIONS. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL STATE/LOCAL ONE CALL AND CONTACT ALL UTILITY COMPANIES TO SCHEDULE UTILITY SERVICE REMOVAL AND/OR ABANDONMENT. ALL UTILITIES SHALL BE REMOVED AND/OR RELOCATED PER THE SPECIFICATIONS OF THE UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITH THIS WORK. 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION APPROVED BY THE GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FOUNDATIONS, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED CTE FILL MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND CONST RUCTION, CONTRACT OR SHALL PROVIDE SAFETY RAILINGS NG AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED. 7. CONTRACTOR MAY LIMIT SAW -CUT AND PAVEMENT REMOVAL TO THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED TO ANY OF THE SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 8. SAW -CUT AND REMOVE TO FULL DEPTH AT ALL PAVEMENT/SIDEWALK LIMITS OR TO EXISTING JOINTS. 9, CONTRACTOR SHALL MAINTAIN A WELL -DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUCTION. 10. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. 11. EXTENT OF DEMOLITION WORK IS NOT LIMITED TO WHAT IS SHOWN TO BE DEMOLISHED ON THIS PLAN. DEMOLITION WORK MUST BE COMPLETE SO THE PROPOSED STRUCTURES AND APPURTENANCES CAN BE CONSTRUCTED. 12. ALL POTENTIALLY HAZARDOUS/TOXIC MATERIALS MUST BE REMOVED FROM THE SITE PRIOR TO DEMOLITION, AND PER DIRECTION OF THE ENVIRONMENTAL ENGINEER. 13. FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTING FROM THE REMOVAL OPERATION. 14. ALL MATERIALS AND STRUCTURES DESIGNATED AS "TO BE REMOVED" SHALL BE DISPOSED OF OFF SITE AND AT THE COST OF THE CONTRACTOR. 15. DEAD SEWER CONNECTIONS OR MAINS BEING REMOVED SHALL BE REMOVED TO THE RIGHT-OF-WAY (UNLESS PLANS OR UTILITY OWNER SPECIFY OTHERWISE) AND SEALED AND MADE WATERTIGHT. 16. ALL TRENCHES, HOLES AND PITS RESULTING FROM THE REMOVAL AND ABANDONMENT OF ANY STRUCTURE OR OBSTRUCTION SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 17. THE CONTRACTOR SHALL STRIP AND REMOVE (OR STOCKPILE) ALL TOPSOIL PRIOR TO COMMENCING WITH ANY EXCAVATION OR DEMOLITION. 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. LEGEND EXISTING FEATURES LEGEND APPLIES TO ALL CIVIL SHEETS ?l?1 RIGHT OF WAY LINE --- PARCEL LINE SUBJECT PROPERTY BOUNDARY LINE — - EASEMENT LINE -. CURB .... _ .._._ _...... _.......... ..... _...... _____ _.._. _ __........... _ ......................... EDGE OF PAVEMENT - EDGE OF WALK ..... __. - ---- -- PAVEMENT MARKINGS _......... __._._.._..__....__f ___......._.....__..__._... STORM SEWER SAN __ _._ ___... ___.__.._ SANITARY SEWER ....... ............ .. ............W ___..-___-_....-___ . WATER LINE ___ _ ........... ... _....... _ ...._..._. _._V._._ - GAS LINE ............... - — - -- - - OVHD ELECTRIC LINE UGND ELECTRIC LINE - - -- -- ....... - — UGND TELECOMM LINE MAJOR CONTOUR yo, ___. MINOR CONTOUR GUARD RAIL NO BUILD AREA MO'?€( 14/ EN I C)IUND C`__EAN 0� F �� �� 11 �.� All I c),�I*�.c� Yry , STORM DRAIN MANHOLE BENCHMARK SEWER ,rlr NI -10LE t lkF R VALVE m TELE':ONE BOX C� WA -Erb METER TEL_MAN -IOLE HYDRANT I-E. ECO;p4M UNICNFIONS PEDESTAL A RE DEPAR-r ENT CONNECTION PROPOSED REMOVE AND DISPOSE OF EXISTING PAVEMENT, SIDEWALK, AND BASE MATERIALS REMOVE AND DISPOSE OF EXISTING CURB ® LIMITS OF DISTURBANCE 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. "J 3 ' 11 ,-11 N O Cl) 0 N N N 0 Ili i I i W I � I II I it W �I 0� Q W �'I W W j U) � Q z W z 0 -I- � - o I ! � N C) 2020 CESO, INC VALTFI p��1�' c-01 ZACHARY DAVID FRESHNER Lie. No. 0402060785 ALE�G�� Project No. 757250 Scale_ AS NOTED Drawn --- - _ - -- - OAg Checked TJ V Date Drawing Title 03.06.20 EX. CONDITIONS & DEMOLITION PLAN Drawing No. V2.O w J Lu w I- 0 a U 0 N W z J 0 J U) U w O a F II f ! `h 40 PARCEL H N/F FIRST GOLD LEAF LAND TRUST BK 665. PC 165 PARCEL-.04500--00--00--• 1 11 CO 49546.9 SQ. FT. 1.14 AC. N1i' 71N1114 ,-1 -- ' dp 1T . �091?92 P�)si2 FA 41 a 16 N/F PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 PARCEL04500-00-00-a111A0 r 30, a�TYP) Q �- 5.50 • �•• � � 5.00 50 S! / VIOC GANDER DRIVE l6 0 A = 2,080 SF; H = 28'-11" / 15.50 / 500 z' / Y 7 / \ T fi \ h J ii f PO 61 m �r N/F 19,5 p PTAP INVESTMENTS LLC ET AL' �" , BK 4659. PC 32 PARCEL#04500-00-00-11000 P 'j LINE: OEA r" M [i(5 �1,jr;E_ /A YWOY I L 1 (t'<��N 30 Y./_'s 1'� " E - I V a3Ue 106'17 Jl _12 (M} IN 30 40" .. �.(R) i 2 4 4 P9" _ _ E L.. 3 i 5, f _zv 1 L-1">, ?✓E ..3 ..: d 24Y'4 a. 6" ...I E , '1 5.41 ' 11 4s'p li .01 ACCESS 7 AGREEMENT ALLOWS s VALVOLINE TO �I 2,00 USE STREET 6 PARKING 44 r rg_s O ¢d f N/F FIRST GOLD LEAF LAND TRUST WENDELL W WOOD, TRUSTEE BK 4659, PG 32 PARCEL#04500-00-00-11100 - 33.42 v u %} f pp��V' j'"J��1/1.✓°fj%gYryT��Jr i�d"' J?'�11 ✓I.��%74J 11 di,>T8�1 J t ��IEF1 fr a 5.50 tt �. G v 1 0 CODED T S a 1. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE AND PAVEMENT MARKINGS. REFER TO CONSTRUCTION DETAILS. 2. ADA ACCESSIBLE RAMP WITH DETECTIBLE WARNING. REFER TO CONSTRUCTION DETAILS. 3. FLUSH CURB 4. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 10' 5. PROPOSED PAVEMENT MARKINGS. 20 0 20 40 6. ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS GRAPHIC SCALE (IN FEET) 7. CONCRETE WALK, PER CONSTRUCTION DETAILS 8. CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT, PER CONSTRUCTION DETAILS. 9. PROPOSED MONUMENT SIGN, PER SIGNAGE PLAN 10. DUMPSTER ENCLOSURE & CONCRETE PAD. REFER TO ARCHITECTURAL PLANS FOR PAVEMENT AND ENCLOSURE DETAILS. 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 CONSTRUCTION DETAILS AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 14, CONDENSING UNIT. REFER TO MECHANICAL PLANS. 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. SITE PLAN GENERAL NOT: 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 G. STOP LINE: 24" WHITE d. CROSSWALKS: TRANSVERSE LINES WITH DIAGONAL MARKINGS (GAP BETWEEN TRANSVERSE LINES SHALL BE 4') ALL PAINTED WHITE. 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 Q 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. ENLARGED PLAN: ACCESSIBLE PARKING AREA ill =10' LEGEND EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING FEATURES LEGEND PROPOSED ® BUILDING CONCRETE CURB PAVEMENT/WALK ° ° CONCRETE CONCRETE PAVEMENT WITH Y. BLACK COLORTOP SEALANT ASPHALT PAVEMENT 7� PARKING SPACE COUNT DETECTABLE WARNING MAT. ELECTRIC POLE CONCRETE BUMPER BLOCK I N O cm) N N 0 � 2 I i 1 _ I O fn E I ' � 0 I� D i ui l l w Wig W z w o7 Q J w H � w > w co J Q w O z N T 6 z 2020 CESO, INC ®���1LTFI pl,�j ZACHARY DAVID FRESHNER Lie. No. 0402060785 ZONA1, V Project No. _ 7_57280 Scale AS NOTED Drawn BAB Checked T JV Date 03.06.20 Drawing Title SITE PLAN Drawing No, C3.0 IV '/9" N/F P/ PLANTERS BANK & TRUST i COMPANY OF VIRGINIA 2 i c BK 4659. PG 32 ry " r i PARCEL#04500-00--00-111A0 w J TC=458.06 _ 458.26 �' 7& ; 5 'J BC-457.5 6'" BC=457,76 ; " TC=457.04 i y l BC= 456.54 / TC=458.49 J � � f a' 4S BC 457.99 TC=456.90 BC=456.40 r'r Gqs S 'sso� TC=458.76 r - BC=456.54 TC=456.52Nk - 3' 56.04 BC=456.02 F, 20 20 40 •M 0 TC=456.68TC ,- �N BC=456.18 9 a 455.58 BC=458.44� TC=456.98 TC-457.72 TC=456.98 (M.E.) ;w TC=456.52 l _ _ BC=456.48 M.E. GRAPHIC SCALE (IN FEET) BC-456.02 BC=456.48 BC=457.22 TC=458.19 ( ) BC=457.69�..". TC=456.63 s T=456.67 TC=456.7 TC_457:9317 OCODED NOTES:BC=456.13 iBC4 BC457 43 1. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 10' UNLESS TAPER �/ R TC=457.75 TC=456.93 ,// `� "' BC-457.25 TC=457.00 LENGTH NOTED IN PLAN) TC=456.94 i � BC=456.43 f/ 457.14 J- _ BC=456.50 r BC=456.94/ n AB - `���� 2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO ' " CONSTRUCTION DETAILS TC=456.94 'Nv N53, 2 BC=456.94 VIOC `'' 3. TRANSITION FROM EXISTING CURB TO BACK OF CURB. SEE DETAIL INJ s 4-53 `13 ; / 455.89 (M.E.) ,. TC=456.94 GANDER DRIVE � 456.44 � THIS SHEET. 1 r' 94 TC=456.94 A ' BC=456.t' % = 2,080 SF; H = 28-11 4 r 456.68 456.78 ti TC 456. ` BC=456.44LD % FFE = 457.04' t BC=456.a �' ` BC=456.83 N� 455.54 (M.E.) r / / TC=456.94 / P: £ TC=457.09 \'. ®/ BC=456.94 ? o ABC=456.59 TC=456.94 TC=455.56 ,'Y / TC=456.53 BC=455.06 d<; �� TC=456.89 / co BC=456.44 BC-456.03 GO � � BC=456.39TC=455.34 /.a .. 1 > �� / // � BC=454.84 � TC=456.93 0 ����� ��'�A& N/ BC=456.43 UG £r, " TC=456.83 TC=455.40 - FIRST GOLD LEAF LAND Tf TC=456.47tr - _ a 456'`"~ TC=456.93 / / BC=456.33 BC=454.90 WENDELL W WOOD, TRUS BC=455.97 BK 4659. PG 32 '' 01 V s e 454.78 (M.E.) PARCEL#04500-00-00-1 TC=456.83 TC=456.83TC=5TC=45519 BC=455.85 �C=456.33 BC=456.33 BC=454.69 CO TC-455.07 TC=455.09` BC=454.57 b BC=454.59 { 6 r/ a� % y� C T=455.88., i6 A , 454.43 454.55 (M.E.) c� '�-: BC=455.38 ,. TC=455.14 p 3 BG454.64 w !f F 5"'- r r TC=455.20 �BC 454 70 TC-455.20 •: 3„ BC=454.70 w i/ TC 54.83 .:..., BC=454.33 / / 455.41 (M.E.) TC=455.31 (M.E.) NO --BUILD AREA �f = % � '�: /" BC=4541�6 op .81 % z. z = o PARCEL Bi.. /:. N/F N/F 95, FIRST GOLD LEAF LAND TRUST PTAP INVESTMENTS L LC ET AL t ; BK 865. PG -i 65 BK 4659. PG 32 PARCEL 04500-00-00-111C0 PARCEL#04500-00-00-11000 3. 4 49546.9 Q. FT. 1.14 AC. 'A %� LINE BEARING DISTANCE N 0'32' 19" c 18.56' L2(PM) N 30'35'40" E 1 55' _ f _R' N 4 r 4' 13 E 15.3 7 1,4 M) N 2 '-.'.3 E 15, 4 -1 TC=455.56 TC=455.34 C456.94 TC=456.53 BC=455.06 BC=454.84 C=456.44 BC=456.03 P 81 TC=456.68 24 BC=456.14 .'15 .15 TC=456.43 TC=45519 # TC TC-456.04 BC=455.93 BC=454.69 BC=45 BC=456.04 + TC=455.07 BC 454.57 TC=4: TC=455.14 s 456.12 455.96 BC=454.64 ENLARGED PLAN: SOUTH PARKING AREA ill =10' ENLARGED PLAN: NORTH PARKING AREA & TRASH ENCLOSURE EXISTING EXPOSE BACK OF CURB 6" CURB LANDSCAPE 1 ROCK (6" DEPTH) i PROPOSED CURB EXISTING CURB TO PROPOSED CURB TRANSITION N.T.S. REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS BUILDING MAJOR CONTOUR -i2j- ------ - MINOR CONTOUR STM STORM SEWER p CLEAN OUT p DOWNSPOUT CONNECTION MANHOLE CURB INLET CATCH BASIN XXX.XX H FINISHED GRADE ELEVATION TC=XXX.XX TOP OF CURB ELEV. BC=XXX'XX BOTTOM OF CURB ELEV. SW-��% TOP OF SIDEWALK ELEVATION (M.E.) MATCH EXISTING ELEVATION TC TOP OF CURB BC BOTTOM OF CURB x- xx% -� SLOPE ARROW GRADE BREAK GRADING PLAN NOTES: 1. ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A VALVOLINE INSTANT OIL CHANGE REPRESENTATIVE. 2. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY, AND STATE DEPARTMENT OF TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS. 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE STATE ONE CALL SYSTEM AT LEAST THREE (3) WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS. 4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 5. THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 6" LOOSE LIFTS TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D1557, ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION. 6. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB -OUTS, INCLUDING ROORFOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 7. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. 8. MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALVE BOXES, ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE. 9. UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED. 10. ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE DIFFERENCE OF 6"+/- DEPENDING ON FIELD CONDITIONS AT THE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES. 11. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC, DISTURBED DURING CONSTRUCTION TO THE ORIGINAL CONDITION OR BETTER. 12. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 13. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF DISTURBANCE AND NOTES. 14. THE CONTRACTOR SHALL COMPACT FILL UNDER ALL PARKING, BUILDING, AND DRIVE AREAS AS DIRECTED BY THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 15. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER. 16. THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB. 17. ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. 18. SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE. 19. VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS. 20. ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION, 21. ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND A MAXIMUM LONGITUDINAL SLOPE OF 5%, UNLESS IN AN APPROVED ADA RAMP. 22. CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO CONSTRUCTION. 23. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BE ACCURATE. PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED. ADVISE VALVOLINE CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES. 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. 3 E, E 1 $ 1 SU O N d O O Lu U) w z o7 Q � w w > U) Iz z z 0 V_ CAI Lu Lu U) LLJ 1I vim':--�1.••- ' i �rl I U ui _ ct C� 2020 CESO, INC �NLTfl p��I� ZACHARY D AVID Y FRESHNER Lie. No. 0402060785 S'10lVAL.E�G Project No 757280 Scale AS NOTED Drawn NET Checked T,J V Date ---- -- - 03.06.20 Drawing Title Drawing No. 4.0 z O 3,6 E, 7 J J A J' ,/z i PARCEL 13 N/F FIRST GOLD LEAF LAND TRUST BK 865. PG 165 PARCEL 04500-00-00-111C0 49546.9 SQ. FT. 1,14 AC. -soA Op 6 SO 0�.,� N/F J PTAP INVESTMENTS LLC IT ALA0,9' �. ILK 4659. PG 32 PARCEL04500-00-00-11000 14) L NE BEARING III - ANCE L`; ill N ,30 . �' 16 F __. 1 S 56' � i..3(F } N 30 35',lta E N 19' a 18 35' 1 37' / STORM SEWER STRUCTURE SCHEDULE NO. STRUCTURE GRATE INVERT VDOT WATER 450.15 (12") NE 1 QUALITY BMP 454.92 450.05 ('12") SW OUTLET CONTROL 2 STRUCTURE 455.69 450.50 (12") SW WEIR ELEV = 453.00' 6" ORIFICE = 449.50' 450.74 (12") NW 3 CURB INLET 456.20 452.0±(2" FL) SW 450,64 (12") S 452.0±(2" FL) S 4 CATCH BASIN 455.58 451.51 (12") SE 450.68 ('12") SW 5 MANHOLE 455.99 450.58 (12") NW 451.07 (12") SW 6 CURB INLET 455.06 450.97 (12") NE 7 CATCH BASIN 454.43 451.32 (12") NE MANHOLE W/ SUMP (4") IN - SEE PLUMBING 8 (SEE SHEETS P-1 & P-3 457.06 DRAWINGS FOR DETAILS) (2" FORCE LINE) OUT MANHOLE W/ SUMP (4") IN -SEE PLUMBING 9 (SEE SHEETS P-1 & P-3 456.93 DRAWINGS FOR DETAILS) (2" FORCE LINE) OUT iL 6� 00, N/F PLANTERS DANK & TRUST COMPANY OF VIRGINIA PK 4659. PG 32 ,RCFLk04500-00-00-111A0 _a O_. 20 0 20 40 r� N/F FIRST GOLD LEAF LAND Ti WENDELL W WOOD, TRUE SK 4659. PG 32 PARCEL#04500-00-00--1 GRAPHIC SCALE (IN FEET) 0 CODED NOTES: 1. 2" FORCE LINE. SEE PLUMBING PLANS 2. WYE CONNECTION 3. 6" DOWNSPOUT PIPE STORM WATER MANAGEMENT FACILITY ADS STORMTECH SC-740 UNDERGROUND DETENTION CHAMBERS STORAGE VOLUME =1,872 CF PROPOSED UNDERGROUND DETENTION SYSTEM RELEASES TO EXISTING BIO-FILTER AND SHALL ACCOMMODATE STORMWATER MANAGEMENT REQUIREMENTS PER THE APPROVED WPO PLAN FOR NORTHTOWN PHASE II -A DATED 03/18/2013 AND AMENDED 09/1312013. ALLOWABLE IMPERVIOUS COVER DRAINAGE TO BIO-FILTER = 7,815 SF PROPOSED IMPERVIOUS COVER DRAINAGE TO BIO-FILTER=15,634 SF UNDERGROUND DETENTION SYSTEM PROVIDES FOR STORM WATER MANAGEMENT REQUIRMENTS FOR ADDITIONAL IMPERVIOUS AREA WPO PLAN SHALL DETAIL STORMWATER MANAGEMENT DESIGN £MBEGhFSrON�. SHALL EL CLEACRUSHED AND ANOULA3 -V t 'fP r -� SiG�PlE ,ii iAN-�ASL TO t119G >i JAL Ai B_iN£EPa NANO i*7 CH.WB RS SHALL ML i Ti iL REQUIRL,t£N 'S r CAR A 7M F2I W PU3 Yi 9 OP ENE ( P) CHAMBERS OP A TP9 r Q2 F L ENTv ENE t cj IA.MBERS ADS GEfJ YTHLNCSr.)T3C WWOVEN C_O rLXiiLE'ALL AROUND CLEAN, c,RUL7tic(), ANGULAR EtAbLUI IEN' °SI CNL CJANULAP'4 LL GRADEDS0111AGGREGAIEfiW R 5`„ FINES,COMPACr IN W ,' 1)1n"1)t',X Li ,SIC) .nP r OR OEN HY. A CLriHE TBEOF A( 7FAECFti HALE RiA. F AMUE S SHALL B' BE U i N U IN ACICORVANCE V41 i H ASCA F .16T 1rANDAr U PRACT ICE FOR Sl €dUf i URAL 1 F, rGN 01 1 2f GY-A�T,O i JRr UUAPUrofALL 24tAr�.le CULEC.riOfd C4.AE.,ULrto"- 1s P1 Nr €_AfER(UE.I 1.0 IT II R, 1, "J) ._.._..._.._�__......_..L.. (150"n, MIN' MAX 6" (150 m',n)WN nB� I ERIMLTir OBE EXC JA:ri NWALL ..i'.r P ; I ,1 ,: rhF`: f 5i (CAN BL SLOPEE7 1� i CR LERTICAL) 7 L i S k _ -.- .. � DEPaH OF 5TONE-T€) sC BETCR..'9€f�ED t r ,, si"ri..'H3 Ott"' hi OESiGN _NG .^ FitiEt f.AF' 33'rE DESIGN ENGINEER R IS RFSPONSMI E. FOR f,,,✓ B� THE EN.SLRINGr THE REQUIRED BEARING 51" (i2`35 ntm;) ._ -. - I2" (3QC mm} T'YP CAPINCHY OF SUBG;;ADE SOILS %'I MUM UOVER TO F30MOM OF FLEXIBLE PAVEMENT FORUNPAVEL3 aN rALLAUONSVJHE.RE RLSFTING FROM W HtULESMAYOCCUR. INCREASE OOVFR T02-1'(6Wntn,) STORM SEWER NOTES: 1. ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING A GASKET, SO AS TO PROVIDE A WATERTIGHT SEAL. 2. ALL STORM SEWER PIPES LESS THAN 12" DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE CONFORMING TO ASTM SPECIFICATION D3034, UNLESS DENOTED OTHERWISE ON PLANS. 3. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHRINKIING AND NON -CORROSIVE GROUT. 4. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV) POLYVINYL CHLORIDE (PVC SDR 35) HIGH DENSITY POLYETHYLENE PIPE (HDPE) 5. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 6. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES. 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. 8. ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00% MINIMUM SLOPE UNLESS OTHERWISE NOTED. 9. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. LEGEND EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS BUILDING 320vu�� MAJOR CONTOUR MINOR CONTOUR STORM SEWER STM FORCE LINE FM p CLEAN OUT p DOWNSPOUT CONNECTION MANHOLE CURB INLET CATCH BASIN FLOW ARROW SEWER FLOW DIRECTION 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. '�i11 1rd aN I N co CD N C it I II II I I p 'ul I I o j I I0 wI II z_ S J a w w W ~'fy I i Q wl i N I O 2020 CESO, INC ZACHARY DAVID FRESRNER Lie. No. 0402060785 IONALE� Project No. 757280 Scale AS NOTED_ ---__ __------- Drawn NET Checked TJ V Date 03.06.20 Drawing Title STORM DRAINAGE PLAN Drawing No. C5.0 r! j 1 >r� T l" w C71 t %2"fs' r rs PY1 j Jjjg�"�jfVIN C B •�00, LEASE kk PLANTERS BANK & TRUST PG`J2 i 2 w 5/' /J �`. j ! COMPANY OF VIRGINIA � w �BK 4659. PG 32 Foul1/10IRAy/ w , PARCEL#04500-00-00-111A0 L/AT IV �G4f \ F11��p'1€y1,Yfi7 4"' o / flLCJ't/i!/Ci/ I ) dI"%T%1 fiL i/f L&� #lUz , I 1 /1-11, / / / %6_ fw � It't1,,1VAAZ "1� 5"G'TLi. g`. /r`=r/>i " w. J Cb J,r �1 1 u V ° Q) Jc V LL \ IINV N=453,09' VIOC INN S=453,031 lj r tj 1TC?C-45�a' 95' NV 441 i 0C-456 6 ENV s146 69' v 1y ", , FOU0112"RE914R H// G �d TOC=456.16' iNV =44991' e IV 021 Lm GANDER DRIVE / A = 2,080 SF; H = 28'-11" j40 ~ CD 0i FIFE = 457.04' CD \ S4 \ / �o w 12"SAS, G, 0,00 LF 6" w _!Qv e v @ 1.00 © SLOPE hwUL A l .ot 24, 3 4 e N 5.94 LF 6" SAN @ 1.00 % MIN SLOPE tQ, o 2 /09 J H IMMINIIIIIIII ww S3 c 1 t _ `l ` \ !d t° 7> 6Y11V?Z, 07-;-F,5/ :w ail 7 c0 ` w elgx, t_w y 36.33 ,LF6 SAN SLOPE 1 s I - vs , �9vr 7�d 7/v ;3 ,s 0, 3 PARCEL B N{F N{F 5 FIRM' GOLD LEAF LAND TRUST PrAP INVESTMENTS LLC ET AL '7 BK 865. PG 165 BK 4659. PG 32 PARCEL#04500-00-00-1 11 CO PARCEL 04500-00-00-11000 49546.9 SQ, P'T 1.14 AC. �lL� j✓I, I d LINE BEARING I DISTANCE _.I .:2 L_4(;<) 1 N 24'42'36" 15.41_ o 20 0 20 40 GRAPHIC SCALE (IN FEET) NO. STRUCTURE RIM INVERT 451.54 (6") NW S1 SANITARY CLEANOUT 456.94 451.54 (6") SE 451.48 (6") NW S2 SANITARY CLEANOUT 456.78 451.48 (6") SW 451.12 (6") NE S3 SANITARY CLEANOUT 455.72 451.12 (6") NW 450.22 (6") SE S4 SANITARY CLEANOUT 454.19 XXX.XX (6") SW 4 i FIRST GOLD LEAF LAND TRUST O WENDELL W WOOD, TRUSTEE / BK 4659. PG 32 PARCEL 04500-00--00-11100 l f� 'N } F A { \.. LY ov i w f > zz \ 0 UTILITY CROSSING SCHEDULE NO. UTILITY ELEVATIONS DIFF. A 6" DS B/PIPE = 454.67 3.36 12" STM T/PIPE = 451.31 B 6" DS B/PIPE = 454.94 3.13 6" SAN T/PIPE = 451.81 C GAS B/PIPE = 453.03 2.05 12" STM T/PIPE = 450.98 LEGEND EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS BUILDING STM STORM SEWER SAN SANITARY SEWER W DOMESTIC WATER SERVICE G GAS SERVICE UGE UNDERGROUND ELEC. LINE UST UNDERGROUND TEL. LINE FM FORCE MAIN co CLEAN OUT ® METER WATER METER 0 ELECTRIC TRANSFORMER GSANITARY SEWER STRUCTURE GENEMIL UTILITY NOTES: 1. COORDINATE ALL SITE UTILITY WORK WITH THE MECHANICAL AND ELECTRICAL DRAWINGS. 2. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS, AS -BUILT PLANS, AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY CONTRACTOR'S WORK FORCE. 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL FEES ASSOCIATED WITH PERMITS REQUIRED TO PERFORM THE WORK PROPOSED ON THESE PLAN (I.E. TAPPING, INSPECTION, ETC.). 4. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 6. SANITARY AND WATER LINE SHALL BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.) 7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 8. RIMS OF EXISTING STRUCTURES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS. 9. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 11. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION. 12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. 15. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS, AS WELL AS COORDINATING WITH THE AUTHORITY HAVING JURISDICTION UTILITY REQUIREMENTS AS TO ASSURE PROPER LOCATION AND SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. 16. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES. WATER NOTES: 1. WATER SERVICE MATERIAL LARGER THAN 2" SHALL BE DUCTILE IRON IN CONFORMANCE WITH ANSI A21.51 (AWWA C151) DUCTILE IRON PIPE, CENTRIFUGALLY CAST IN METAL MOLDS OR SAND LINED MOLDS, FOR WATER OR OTHER LIQUIDS AND ANSI A21.50 (AWWA C150) THICKNESS DESIGN OF IRON PIPE. ALL SERVICE LINES 2" OR LESS SHALL BE COPPER TYPE K. SIZE TO BE AS NOTED IN PLAN VIEW. SERVICE CONNECTION TO HAVE MINIMUM COVER OF 60" COVER. 2. ALL FITTINGS SHALL BE DUCTILE IRON IN CONFORMANCE WITH AWWA C110 OR AWWA C153. ALL FITTINGS SHALL BE RATED FOR 350 PSI WORKING PRESSURE, HAVE MECHANICAL JOINTS AND BE COATED AND CEMENT MORTAR LINED IN ACCORDANCE WITH AWWA C104. ALL BOLTS AND NUTS SHALL BE COR-TEN. 3. WATER LINE SHALL HAVE A MINIMUM BURY DEPTH OF 4' OR AS REFERRED BY AHJ. 4. A SEPARATE GATE VALVE, THE SAME SIZE AS THE METER CONNECTIONS, SHALL BE PLACED ON THE SERVICE PIPE ON BOTH SIDES OF THE METER. SUCH VALVES SHALL BE EQUAL IN QUALITY TO THE SERVICE COCK. SANITARY SEXIERNOTES: 1. ALL SANITARY SEWERS SHALL BE PVC, SDR 35 MATERIAL, CONFORMING TO ASTM SPECIFICATION D3034 WITH 3/41N STONE BEDDING. 2. PVC PIPE SHALL HAVE AN INTEGRAL BELL AND JOINTS SHALL BE PREMIUM GASKETED JOINTS MEETING THE REQUIREMENTS OF ASTM D32'12 TO PROVIDE A WATERTIGHT SEAL AND SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. STORM SEXIER NOTES: 1. SEE GRADING PLAN FOR STORM SEWER NOTES. 0 CODED NOTES: 1. ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION 2. TELEPHONE SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION. 3. 1.5" WATER SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY AND PROVIDER REQUIREMENTS. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION. 4. PROPOSED 1" WATER METER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS. 5. PROPOSED $" IRRIGATION METER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS. 6. GAS SERVICE. CONTRACTOR TO COORDINATE WITH GAS COMPANY FOR CONNECTION. 7. 6" SANITARY SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL SERVICE PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND SPECIFICATIONS. CONTRACTOR TO VERIFY EXISTING INVERTS BEFORE STARTING INSTALLATION. I - I I CN N �.� m CDNCO C14 O O I II I it I g U) IW o :LO w w W Q� w z o7 UJ !z _J z 2020 CESO, INC F,ALI`H Ow�l�' ZACHARY DAVID FRESHNER Lie. No. 0402060785 SSI0IVALE�G Project No. 757280 Scale AS NOTED Drawn SAS Checked -I-J V Em Date - 03.06.20 - - ,^ Di With Drawing Title FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL UTILITY 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. ---------- -- -- -- - C6,0 1.5" ASPHALT SURFACE COURSE, SECTION 315, TYPE SM-9.5 6" TROWELED JOINT (REFER TO GEOTECH REPORT) PAVEMENT SEALER MIN 4" WIDE CONCRETE SIDEWALK TOPSOIL, 6" CONCRETE PAVEMENT, 4,000 PSI 2.5" ASPHALT BINDER COURSE, SECTION 315, TYPE IM-19.0 ( ) PAVEMENT SEALER 4 WIDE M + WWF 6X6 - W5.4XW5.4 (REFER TO GEOTECH REPORT) 4" COMPACTED AGGREGATE BASE 8" COMPACTED AGGREGATE BASE, SECTION 309, TYPE 1, SIZE 21A vs" PER FOOT F' \ (REFER TO GEOTECH REPORT) (REFER TO GEOTECH REPORT) BITUMINOUS CONCRETE ` BITUMINOUS CONCRETE WEARING COURSE WEARING COURSE COMPACTED SUBGRADE COMPACTED SUBGRADE 4'' x x (REFER TO GEOTECH REPORT) (REFER TO GEOTECH REPORT) 1 EXISTINGSUBGRADE / ���� EXISTING SUBGRADE F \ i i / BITUMINOUS CONCRETE \ / BINDER COURSE #3 REBARS BITUMINOUS CONCRETE / r _ COMPACTED SUBBASE;:. CAST IN PLACE �,, BINDER COURSE �4 ,:�.. 6 x 6 x W1.2 x W1.2 WWM CONCRETE CURB y l „ COMPACTED SUBBASE CONCRETE PAVEMENT SECTION ASPHALT PAVEMENT SECTION COMPACTED SUBBASE COMPACTED SUBGRADE COMPACTED SUBGRADE N N NTS NTS #3 REBARS NOTE: ! o N o CONCRETE CURB 1. ALL CONCRETE CURBS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS. o 0 NOTE: NOTE: 1. ALL PAVEMENT WORK SHALL COMPLY WITH SOILS INVESTIGATION/RECOMMENDATIONS PREPARED FOR THIS PROJECT. 1. ALL CONCRETE CURBS TO BE F'C 4000 P.S.I. CONCRETE AT 28 DAYS 2. CURB EXPANSION JOINT SPACING IS 10"-0" MAXIMUM, FILL WITH 2' PREFORMED EXPANSION JOINT I 18" DIAMETER CONCRETE 2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING RECESSED 1 INCH BELOW TOP OF CURB. 2. ALL MATERIALS SHALL BE PROVIDED & ALL WORK BE PERFORMED PER STATE DEPARTMENT OF TRANSPORTATION STANDARDS. FOOTING 3. MAXIMUM HEIGHT OF CURB TO PAVING IS 6". 1' o° uN° INTEGRAL CURB & SIDEWALK DETAIL STRAIGHT CURB DETAIL j i NTS NTS I, I EXPANSION JOINTS 20'-0" oc. MAXIMUM 6" GALVANIZED STEEL PIPE 4 SPACES @ 5'-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN FILLED W/ CONC. - SMOOTH SIGN A NOTES: SEE LAYOUT &SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN TROWEL CROWN TOP GALVANIZED NUTS & 1. PROVIDE EXPANSION JOINT MATERIAL WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT, TROWELLED OR SAWN JOINT(TYP.) BOLTS TYP. SIDEWALK OR STRUCTURE WITH THE TOP OF JOINT FILLER PLUS SEALANT FLUSH WITH 6" GALVANIZED STEEL PIPE SIGN B ADJACENT CONCRETE SURFACE. A A PAINTED PER PAINT SCHEDULE 6'-0" METAL SIGN POST 2. SEAL JOINTS WITH AN APPROVED SEALING MATERIAL. � W z.._. E wQ U) °- CROWN FOOTING 3:1 SLOPE 4" STEEL PIPE BOLLARD FILLED WITH 3. PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSE NON SHRINK GROUT (WHEN IN TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL WIDTH AND LENGTH OF THE CURB RAMP INCLUDING FLARED SIDE RAMPS. W z _ w FRONT OF PARKING SPACE) PAINTED 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT -�®- - Z' X 14" REBAR ANCHORS, TRAFFIC YELLOW 4. CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THROUGH PIPE BOTH WAYS THE SIDEWALK PITCH. SEE TABLE A J-8/C-207 FOR TYPICAL RAMP DIMENSIONS. LAWN OR PLANTING IF SHOWN ON SITE PLAN SLOPE CONCRETE AWAY FROM POST 5. WHENEVER POSSIBLE, CONSTRUCT THE TRANSITION SLOPE FROM THE CURB RAMP AND 3 -0 N 4, SIDEWALK FINISHED GRADE FLARE SIDES TO ADJOINING SURFACES WITH A GRADUAL CURVE RATHER THAN AN ABRUPT ANGLE. CURB OR GUTTER LINE 6 24° DIA. 1IT r j 1/4" CONCRETE PIER. 6. ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE � �\ � PLAN VIEW _ _' , R=118" / 1" - z X 14�, REBAR ANCHORS o / 4" CONCRETE (4,000 PSI) 18„ THROUGH PIPE BOTH WAYS 12" DIA. CONCRETE FOOTING 1" STL. BOTTOM ' TROWELLED OR SAWN JOINT 6" X 6" W1.2xW1.2 WWF DIA. 6'� COMPACTED SUBSOIL SIDEWALK AREA 4" 112" EXPANSION JOINT WITH -`{ SEALANT BOLLARD DETAIL - L . NTS 12" ® 12" 4" 4" MINIMUM COMPACTED GRAVEL BASE w 17?M COMPACTED SUBGRADE TO 95%S�OpF pVp:® VIOLATORS CURB RAMP DIMENSIONS NEW CONSTRUCTION • RISE OF MAX. RAMP NOMINAL RAMP SIDE FLARE SIDE FLARE RAMP SLOPE LENGTH DIMENSION AT DIMENSION AT (1 : 12) CURB (1 : 10) CURB (1 :12) 3" 1 :12 3.0 FT. 2.5 FT. 3.0 FT. 4" 1 :12 4.0 FT. 3.3 FT. 4.0 FT. 5' 1 :12 5.0 FT. 4.2 FT. 5.0 FT. 61, 1 :12 6.0 FT. 5.0 FT, 6.0 FT. 7" 1 :12 7.0 FT. 5.8 FT. 7.0 FT. 8" 1 :12 8.0 FT. 6.7 FT. 8.0 FT. 91, 1 :12 9.0 FT. 7.5 FT. 9.0 FT. 101. 1 :12 10.0 FT. 8.4 FT. 10.0 FT. 11" 1 : 12 11.0 FT. 9.2 FT. 11.0 FT. 12" 1 : 12 12.0 FT. 10.0 FT. 12.0 FT. CURB RAMP DIMENSIONS EXISTING CONDITION MAX. RISE MAX. RAMP NOMINAL RAMP SIDE FLARE SIDE FLARE OF RAMP SLOPE LENGTH DIMENSION AT DIMENSION AT CURB (1 : 10) CURB (1 :12) 3" 1 : 8 2.0 FT. 2.5 FT. 3.0 FT. 4" 1 : 10 3.3 FT. 3.3 FT. 4.0 FT. 5" 1 : 10 4.2 FT. 4.2 FT. 5.0 FT. U. 1 : 10 5.0 FT. 5.0 FT. 6.0 FT. Q U) U) E U) i i � N I ! ! I� I F- W U) W! LU f Z Q I w W W U J g W zll0 z I � I N Z SECTION A -A MAXIMUM DRY DENSITY PER irypJ USE ONLY WHEN SPACE LIMITATIONS PROHIBIT THE CONSTRUCTION -- SEALANT ASTMD1557 PARKING SUBJECT OF1:12ORFLATTER SLOPES. TO FINE V G O � ' CURB HEIGHT PLUS RISE OF SIDEWALK CROSS SLOPE CD "-TI TOP OF CURB AND TOWING GR05�EP5�N. � CURB PER PLAN I �N gA N� TABLE A CN WOOD OR NOTE: �I / FIBER MOUNT 1. ALL CONCRETE CURBS AND SIDEWALKS 6" INGOT. FINE: $50 R TO BE 4000 P.S.I. CONCRETE ", GUTTER LINE MAX. FINE $200 FRs,r EXPANSION JOINT 2" ERA BOTTOM OF CURB N CONCRETE SIDEWALK DETAIL CURB TAPER A B DEPRESSED M J NTS NTS CURB U) HANDICAPPED PARKING SIGNAGE DETAIL O LLI NTS ,x it 6HANDICAPPED RAMP DETAIL AND RAMP SCHEDULE (TYP.) NTS �\ F r i t I 1_ Q 30" LONG a r; 7,0' #6 REINFORCING BAR -- - ....... ..........__._.. _) i °. ' W TOP OF z W SUB -GRADE 20' OF 4" DIA. PERFORATED ANCHOR PIN � PE PIPE PLACED JUST $, o„ BELOW ROAD BASE NOTE! G.C. TO VERIFY FINAL PVC a a OUTLET LOCATION WITH VIOL < 9" 6'-6" g LEGEND: d a �. CONSTRUCTION MANAGER > W 6.5' TWO T-8" LONG ❑1 14" IS THE NORMAL SETBACK DISTANCE FROM A PAVEMENTOEM LOCATE AT EDGE OF PARKING #4 REINFORCING BARS EDGE. SERVICE BELL z SPACE UNLESS ACCOMPANIED I10 ❑2 IN A REMOVED AND RESET OPERATION, THE BLOCK WOULD BY "VAN" LETTERING GOON juREFER TO WALL SECTION/ELEVATIONS SERVICE BELL HOSE NEW OR RESURFACED PAVEMENT. HOWEVER, IT MAY BE m 5" NECESSARY � C_ FOR EXTERIOR FINISHES FASTENED TIGHT TO C; 2020_CESO, IN ADA PARKING SYMBOL DETAIL PLAN ON SOME PROJECTS TO PLACE NEW BLOCKS ON EXISTING WALLAS REQUIRED NTS PAVEMENT. LTFI p DIA. HOLES FOR 7/8"ENSURE MAXIMUM CONCRETE 3.00, l.�l� REI v a e a COVERAGE OVER PVC SLEEVE REINFORCING BAR (ANCHOR PIN) MIN. 10 ° ' °' a ` EXTEND/SWEEP SLEEVE 3" ❑1 3" 45° BOTH SIDES)THRU CONC. TOPPING AND U ZACHARER IN ER DAVID #4 REINFORCING BARS (TYP.) SLEEVE AND HOSE TO OUTLET ABOVE (2) U-SHAPED BIKE RACKS �6„ ` PAVEMENT ASPHALT PAVEMENT. PACK OPENING TURN UP INSIDE FACE OF Lie. No. 0402060785 WALLAS REQ'D. TWO 7'•8" LONG RESURFACING 2 EXISTING PAVEMENT FILTER FABRIC WITH WITH SEALANT #4 REINFORCING BARS 2" 8" MIN. OVERLAP. SgIpNA.L.�Cs ROADWAY BASE UNDER PAVEMENT. MATERIAL a SECTION AND COMPACTION PER SPECIFICATIONS. ' a Protect No. 7572$0 ELEVATION � O q � � G � � � - - 1 1/2° DIAM. PVC Scale 2' p" 4" DIA. PERFORATED POLYETHELENE - - -- o ea AS NOTED - - -- -. NOTES: o 0 0 - -- _- a G SLEEVE TO REST ON -- - TOP OF PREFAB CONC. BAB PIPE _- -- __ a a Drawn 1. ALL MATERIALS USED TO MANUFACTURE THE CONCRETE PARKING BLOCK SHALL BE IN ACCORDANCE MIN. o 0 0 a / / \//\// PLANKS TJ_V_ WITH CMS 604. CLEAN #57 AND COMPACTION PER DOT Checked Q Q AND LOCAL SPECIFICATIONS \\/\ a aDate 03.06 20 Q 2. THE MATERIAL REQUIREMENTS FOR THE ANCHOR PIN SHALL BE IN ACCORDANCE WITH CMS 509.02. \/ Drawing Title - -- 2" TYP. 3. ALL 94 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. 24" MIN. I� CONSTRUCTION DETAILS 5. PAVEMENT WILL BE MADE AS ITEM SPECIAL, CONCRETE PARKING BLOCK, EACH AND INCLUDES SERVICE BELL DETAIL U-SHAPED BIKE RACK DETAIL REINFORCING STEEL AND ANCHOR PINS. NTS NTS FINGER DRAIN DETAIL BUMPER BLOCK DETAIL NTS NTS Drawing No. C7o0 r3 1 i J A, l 1 1,1 1.2 1.1 1/16 2.0 2.0 1.9 t1.9 2.3 .1 1.9 �11� �' 0. 1 1t• 8 1. 8 2.5 2. u.1 2.0 2.2 1. 2.0 1 0 � 0, D1C4 � � MH: 20 ram, A?q 0°1 1. 2.0 2.2 '2. 4 2. / . 9 1. 9 2. 1 2. 0 2 ./ n� �ft 11 /0/ N w 1 J uj rn G 20 0 20 40 x N GRAPHIC SCALE (IN FEET) w z 0 a U w OVERALL PARCEL BOUNDARY Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Mln I Horiz Spill @ Prop Line Illuminance Fc 0.14 0.9 0.0 N.A. N.A. Pavement Area Illuminance Fc 1.88 6.8 0.2 9.40 34.00 Sidewalk Area Illuminance Fc 3 36 5.7 0.9 3.73 6.33 010 , 0 THE PARCEL BOUNDARY LINE IS TREATED AS THE OVERALL PROPERTY BOUNDARY IN WHICH FOOT-CANDLES CANNOT EXCEED 0.5 F.C. WHEN ADJACENT TO A PUBLIC ROAD. THIS REQUIREMENT IS MET, AS SHOWN. Luminalre Schedule POLE MOUNTED FIXTURES AT HEIGHT OF 20FT ABOVE FINISHED GRADE -- - - - -- - - - - - - -- - - - Symbol Qty LLabel abel 7 Arrangement I Total Lamp Lumens LLF Description Lum. Watts l - 4 _ - SINGE N.A. 1.000 --- - - - --- 1-EWNBOA47301 NBLCKD 44 I - --- 1 D1C4 BACK -BACK E N.A. 1.000 2-EALP012C4AF750NDD1BLCKF 73 1 SC5 SINGLE N.A. 0.855 1-EALP012C5SM750NDD1BLCKF 67 -- 1 SD2_BS SINGLE - N.A. --- 1.000 1-EALP012D2AN750NDD1BLCKF WITH ELS-EAL ABL-BLCK 93 EvolveTM LED Area Light (EALP) EALP 01 E = Evolve 01 = 1st AL=Area Light Generation P = Premium 0 = 120-277 SM = Symrnetric 17 = 70 (min)- 30 = 3000K° N = Dimming A= ANSI 7-pin 1 = 120 Medium 40 = 4000K thru PE PE receptacle 2 = 208 SW = Symmetric 50 = 5000K receptacle (no control) 3 = 240 Vide D = External D = ANSI 7-pin f 4 = 277 AF = Asymmetrc v3oeCt 300CK CCt Dimming PE receptacle 5 = 480 Fan,vard far IOA 1812 3ft ! with shorting D = 347 AW =Asymmetric Approved cable cap provided H = 347-480 Not available Wide AN = Asymmetric nits All cansirucLons Hake: See with Fusing. Narrow -supplied with accessories Mustchoose t AA= Asymmetric ANSI C136A1 section on page 7-pin Receptacle 7 for PE Control - a descreet Auto ordering voltage with Nate: Standard F Option dimming rJ-10V C1 = Integra. i GRAY = Gray Slip -fitter 2" BLCK = Black Pipe (2.378 in DKBZ = Dark OD)' Bronze D1=Universal WHTE=White Mounting Arm, fitted for round or Square pole nounting.* Kl - Knuckle Slipntter for 1.9 in - 2.3in. ODTei on' ++ S1 Knuckle 5lipntter for 2 3In. 3.Oin OD Tenon* s+ VI = Knuckle Wall Mourit* ++ Supplied with leads Supplied with 16/3 3ft cable ++ Restricted Aiming Angle 0' to +45° = Fusing = Motion Sensor = cUUCanado = Tool -Less Entry = Enhanced Surge Protection (10 W/ 5kA) 1. = Rotated Leftt i = Rotated Rightt = NrOM031(Isn_xicol* = DALI dimming+^ = 3-Position Termina, Block KX= Special Options Contact Monyfccturerfa aiailabilitu Corrpatib e rtn l rnhtC.nu ? 0 nodes Not campy i 'le at 347-480V or with notion sensor conf rol For aiiied':eftor right light distribution oriertotion, as cssembled in monufacturing. Not applicable for Symmetric Distributions. Pole Poke �� Left(SI) Right(52) CS Symmetric Medium 7500 8000 67 B3-UO-G2 ; 133-1-10-G2 E41_P01_C5SM730 JES EALP01 C5SM740 IES EALP01_CSSM750 IES D5 Symmetric Medium 9400 i 10000 89 B3-UO-G2 B3-UO-G2 EALP01_D5SM730 JES EALP01D5SM740 .IES EALP01D5SM750 IES FS Symmetric Medium 14100 `. 15000 140 B4 UO G2 i 84 U) G2 EALP01_F5SM730 .IES EA_F01_oSM740 F - IES EALP01_F5SM750 JES H5 Symmetric Mediurn 18800 20000 183 134-1_10-G2 B4-U0-G2 EALP01_H5SM730 .IES EALP0I_1-15SM740 .IES EALP01_1-15SM750 .IES J5 Symmetric Medium 23500 25000 220 135-1.10-G3 - 85-1-10-G3 EALP01J5SM730 IES EAL P01_J5SM740 .IES EALP01J5SM750 JES K5 Symmetric Medium 28300 30000 F 274 65 UO G3 35 UC-0 E4LP01 K5SiM730 .IES EALP0135SM740 .IES EALP0135SM750 .IES > L5 Symmetric Medium' 32800 33600 ( 327 B5-UO G4 " 85 IJO G4 . EALP01 L5SM730 .IES EALP01L5SM740 IES EALP01_L5SM750 .IES M5 Symmetric Wide 8000 8500 67 B3 UO Gl , B3 UQ G1 , EALP01 M5SW730 IES EALP01 M55W740 JES EALP01 h15SGV750 IES N5 Symmetric Wide 10000 10600 89 B3-UO-GI 133-1.10-Gl EALPOl N5SW730 .IES EALP01_N5SW740 .IES EALP01 N5SW750 .IES Q5 Symmetric Wide 151C0 s 16000 140 83-UO-G2 ; 84-U0-G2 EALP01_QSSW730 IES EALP01_Q5SW740 .IES EALP01_Q5SW750_JES S5 Symmetr,c Wide 20100 21300 r 183 84 UO-G2 B U0 G2 EALF01_55SW730 IES EALP01_S5SVV740 JES EALP01 S5SW750 AES T5 SymmetricWide- 25200 26700 - 220 84-1 84 UO-G2 EALP01_T5SW730 IES EALP01 T5SW740 .IES EALP01 T5SbV750 JES U5 SymmetrcWide : 30200 32000 274 B5-UQ-G2 a BS-UO-G2 EALP01 JES' EALP01 U5SW740 .IES EALP01_ U5SW750 JES V5 Syrumetr;e Wide 33800 35940 327 85 UO-G2 s BS UO G3 EAL P01 V55W730 ES EAL01V5SW740 IES EAi P01 V5SW750 ,IES C4 , Asymmetrc Forward 1 „7000 7500 73 81-UC-G2 P.. Bl-UO-G2 EALP01 C4AF730 .IES EALP01 r C4AF740 IES EALPOi C4AF750 .. .IES D4 Ast mrnetrcParwurd`J,_. �.. J 400 10000 93 B2-U0-G2 B2-IJ0-G2 EALP01_D4AF730 ., JES EALF01 _ D4AF740 IES EALP01 DnAF750 JES F4 Asymmetric Forward 14100 _ _ ... 15000 _._. 136 � , B2 UO G3 _.._..: 82 UO G3 + EAL01_F4AF730 ES � .. EALP01 ...._ _- .IES -... EALOl .... �. - F4AF750 IES > H4 Asymmetric Forward 1 18800 20000 3 183 133-U0-G4 ' B3-UO-G4 EALP01 H4AF730 JES _. EALOI_H4AF740 .IES EALP01 HOF 750 JES J4 AsymrnetrcForward 23500 25000 I 220 B3-UO-G4 B3-UO-G4 EALP01 AAF730 .IES EALP0I_J4AF740 ,IES EALP01 J4AF750 .IES A. Asymmetric Forward- 28300 30000 .I• 274 83-UO-G4 B3-0-1 EALP01_K4AF730 .IFS EALP01 0AF740 IES EALP01_K4AF750 (ES L4 Asymmetric Forward 32800 33600 + 327 133-1.10-G5 : 63-UO-G5 EALP01 L4AF730 .IES EAL011_44740 .IES : EALP01_L4AF750 .IES 00 i 73 0-G2 IES EALPOI 'C3A WI;O- .IES EALP61 0AW750- _ IES - D3 Asymmetric Wide Asymmetric 1-5 0 0600 93 B2-U: B2-UO-C2 EALP01 30 JES EALP01 D3Ab1;740 .IES EALP01 D3AW750 .IES F3 Asymmetric Wide < 15100 16000 3 136 82-1.10-G2 , 82-UO-G2 - EALP01_F3AW730 (S EAL01_F3AW740 JES EAL01_F 3AW750 .IES r ' H3 Asymmetric Wide 20100 21300 ' 183 83-UO-G2 ; 83-UO-G2 i EALP01_H3AW730 JES EALP01_113AW740 .IES EAL01_113AW750 IES J3 Asymmetric Wide 25200 26700 220 B3-UO-G3 83-UO-G3 EALP01_J3AW730 .IES EALP01_J3AW740 .IES EAL01_J3A4V750 .IES I .. K3 Asymmetric Wide r 30200 32000 274 B3 UO G3 83 UO G3 EALP01_K3AW730 .IES FALF�n 1 K3AW740 .IES EALP01_K3AW7a„ m IES L3 As Wide 33800 t 35900 327 B3-1_10-G4 B3 UO G4 EALP01_L3AW730 IES EALP01 L3AW740 JvS EALP01_1-3AW750 .IES C2 Asymmetric Narrow 7300 78C0 73 JES730 EALP01 CD�APl750 IES D2 Asymmetric Narrow 9800 10400 93 SZ UO G2 B2 UO.G2 EALP01 D2ALPOi N730 EALFOl_DZA N740 ES EALP01 N750 JES ' F2 Asymmetric Narrow - 14700 15600 '; 136 B3-UO-G3 B3-UO-G3 EALP01 F2AN730 .IES EALP01 F2AN740 .IES EALP01 F2AN750 .IES H2 Asymmetric Narrow 19600 `, 20800 183 83-UO-G3 B3-UO-G3 EALP01_H2AN730 IES EALP01_H2AN740 .IES EALP01_H2AN750 .IES J2 Asymmetric Narrow . y- 2-r 500 26000 2 2 0 B 3 UO G3 B UO r ' 3 v3 F A P L Ol_J2 A 7 N 30 IES EALP01 3 ( J2AU7t0 .IES 1 EALPO__J2AN 7 50 .IES K2 Asymmetric Narrow . 29400 31240 274 B3-UO-G3 83-UO-G3 EALP01 K2AN730 cS EALP01_K2AN740 IS EALPOl_IC2AN750 .IES L2 Asymmetric Narrow ; 33000 r 34900 327 83 UO G4 84 U^v G4 , EALP01 L2AN730 JES EALP01 L2AN740 IES EALP01_1-2AN750 IES o " KA Asymmetric Auto 32700 "' 34600 274 84 UO G3 84-11JO-G3 EALP01_KAAA730 .IES EALP01 KAAA740 .IES EALP01 KAAA750 IES a LA Asymmetric Auto 36600 38800 327 34-1-10-G3 B4-UO-G3 EALP01_LAAA730 IES EALP01LAAA740 JES EALP01 LAAA750 IES l -- o 0 I N N i p N I ca CO N 0 CD I LU U) W > W f- W Z > F W U) ll� J W Q W � Z Z O I N o I Z Drawing No. C8.O /l I/ l ' A N I rD\/ /— r-`� \ ED KCC �,AIvUrY LOT AREA COVERAGE COVERAGE TOTAL 314 314 MEDIUM CANOPY TREES 5-1 WHITE FRINGE TREE - Chionanthu5 vlr�inlcu5' 2" cal. B/B 254 1 270 UNDERSTORY TREES 3 DOWNY 5ERVICEBERRY - Amelanchier arborea' ht. BID 200 GOO EVERGREEN TREES 3 NELLIE R. 5TEVEN5 HOLLY - Ilex x 'Nellie R. Stevens' 2" cal. B/E) 200 GOO 200 1000 SCREENING SHRUBS 5 GLOSSY ABELIA - Abelia x cyandiflora* 30" ht. B/B or cont. TOTAL 5,6G8 TREE CANOPY SITE COVEF SITE AREA = 22,534 SF M1nU5 Buildirj Area Minus Entry Drive Area ADJUSTED NET 51TE AREA: 10 DWARF YAUPON HOLLY - Ilex vomitoria '5toke'5 Dwarf' 24" ht. B/B or conL. 17 RUBY SLIPPERS HYDRANGEA - Hydrangea querclfolla* 'Ruby Slippers' 24" ht. B/B or cont. 6 BLACK CHOKEBER:',Y - Aronia melanccarpa* 'Autumn Ma cJlc' 24" ht. B/B or Cont. MEDIUM/LOW SHRUBS 13 INKBERRY HOLLY - Ilex cJlabra 'Compacta'* 16" ht. cont. 12 NEON SPLASH 5PIREA - 5plr•ea bumalcla 'Neon Splash' 16" ht. cont. 9 LITTLE PRINCESS SFIKEA - 5praea Japonica 'Little Prince55' 18" 5pd. Cont. PERENNIALS 15 PARDON ME DAYLILIE5 - Hemerocall15 x 'Pardon Me' # I Cont. 11 5TELLA D'ORO DAYLILIES - Hemerocalli5 x 'Stella d'Oro' # I cont. 24 BLACK-EYED SUSAN - Rudbeckla hlrta* # I Cont. * Denotes Virginia Native Plants GENERAL LANDSCAPE REQUIREMENT5 I . ALL PLANT MATERIALS SHALL BE NUR5=RY GROWN AND SHALL BE PLANTED IN ACCORDANCE WITH FHE LANDSCAPE EPECIFICATION5 ADOPTED JOINTLY BIYTHE VIRGINIA NUR5ERYM1_N'5 A550CIATIOIJ, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER F THE AMERICANJ SOCIETY OF LANDSCAPE ARCHITECTS. 2. DIAMETERS OF PLANF MATERIALS AS DRAWN ARE REPRESENTATIVE OF PLA NT5 AT OR NEAR MATURIFY RATHER THAN AT INITIAL PLANTING. 3. THE PLANT LIST 15 INTENDED AS A GUI)E FOR THE LANDSCAPE CONTRACTOR. IN THE EVENT OF DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE: PLANT LIST AND ON -HE DRAWING, THE GREATER NUMBER SHALL APPLY. 4. LANDSCAPE CONTRRACTOR 51-IALL COCRDINATE PLANT IA151-ALLARON 5EQU15VCE W1 il-1 IRRICA TION COV 5T ZI CTOre. 5. ADJUSTMENTS IN LOCATIONS OF PLANT MATERIALS MAY BE NECESSARY DUE TO NEW OR EXISTING UTILITIES OR 51Tf OBSTRUCTIONS. SET NEW TREES A MIN. 10' FROM NEW OR EXISTING UTILTY LINES. ADVISE PROJECT MANAGER BEFORE THE ADJUSTMENTS ARE MADE.. G. ALL SHRUBS OCCURRING IN CONTINUOUS ROW OR FORMAL AKRANGEMENIT SHALL HAVE UNIFORM HEIGHT, SPREAD AND HABIT Of GROWTH. FOR PERENNIAL LOCATIOPIS, FILL AREA WITH QUANTITY Of PLANTS DESIGNATED; EVENLY SPACED. AGE DATA 1! If fl I/ !f fj II + EXISTING (4) STREETSCAPE TREES !I (4) EXISTING STREETSCAPE 5treet5cape trees roCJWred by Section 34-670 may be cointed toward tree cover recJulrement5. + EXISTING (5) EVERGREEN TREES 7. A MINIMUM Of 8" DEPTH OF NEW TOPSOIL SHALL BE PLACED IN ALL BED) AREAS BY LANDSCAPE CONTRACTOR PRIOR TO PLANT INSTALLATION. BACKFILL ALL SHRUBS AND TREES WITH BACKFILLMIX OF ONE PART COMPOST TO THREE PARTS TOPSOIL. 8. PLACE WEED BARRIER IN ALL SHRUB BEDS: 5 OZ. WOVEN, NEEDLE-PUNC HED, POLYPROPYLENE F�\BRIC, OVERLAPPING THE SEAMS. 9. MULCH TREES AND SHRUBS WITH MIN. 3" DEPTH OF "BLACK GOLD" OR APPROVED EQUAL BLACK DYED 5HPEDDED HARDWOOD MULCH. MULCIH PERENNIALS WITH 2" DEPTH OF MULCH. MULCH SHALL EXTEND IN A CONTINUOUS LAYER WITHIN PLANTING BED5 FROM PACE TO FACE Of 511TE STRUCTURES - WALK5, BUILDING, CURBS, OR OTHER PLANT BED LIMITS). O. ALL BED EDGE5 SHALL BE SPADE-CLT AND CLOSELY ALIGN AS P05518LiE WITH EDGES AS SHOWN ON DRAWING. KEEP MULCH A MIN. 1/2" BELOW ADJACENT PAVED SURFACES. I I. SOD ALL LAWN DISTURBED AREAS VITHIN PROJECT LIMITS AS NOTED ONJ CIVIL DRAWINGS; INCLU)ING OUT TO FAV�_MENT EDGES. REFER TO CIVIL DRA\WINGS AND VERIFY EXTENT WITH PROJECT MANAGER- )2. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR ONE-YEAR FROM DATE OF OF ACCEPTANCE. PRIOR TO END OF WARRANTY PERIOD CONTRAC-OR SHALL REPLACE ALL TREES, 5HRU135 OR PLANTING5 NOT ALIVE OR IN A HEALTHY GROWING CONDITION. LANDSCAPE CODE REQUIREMENT5 SEMINOLE TRAIL STREET FRONTAGE: S-3 SCREEN MATERIALS and ENTRANCE CORRIDOR OVERLAY DISTRICT ONE LARGE CANOPY TREE PER 1 000 SF REQUIRED. 14GO.8 5F/ 1000 = 1 .4G or 2 TREES REQUIRED 4 EXISTING TREES AS SHOWN ONE MEDIUM CANOPY T: EE PER 1 000 5F REQUIRED. 14GO.8 5F/ 1 000 = 1 .4G or 2 TREES REQUIRED 2 TREES AS SHOWN ONE UNDER5TORY TREE PRE 500 5F REQUIRED. 14GO.8 5F/500 = 2.92 OR 3 TREES ZEQUIRED 3 TREES AS SHOWN ONE EVERGREEN TREE PER 1 000 5F REQUIRED. 14GO.8 5F/500 = 2.92 OR 3 TREES REQUIRED 3 TREES AS SHOWN ONE SHRUB PER 100 SF REQUIRED. 14GO.8 5F/ 100 = ,4.G OR 15 SHRUBS REQUIRED I G SHRUBS AS SHOWN SOUTH LEASE LINE: S-2 SCREEN MATERIALS and ENTRANCE CORRIDOR OVERLAY DISTRICT ONE LARGE CANOPY TREE PER 1 000 SF REQUIRED. 1542.9 5F/ 1000 = I .54 or 2 TREES REQUIRED 2 TREES AS 5HOWN ONE MEDIUM CANOPY THEE PER 1 000 SF REQUIRED. 1542.9 5F/ 1000 = 1 .54 or 2 TREE5 REQUIRED 2 TREES AS SHOWN ONE EVERGREEN TREE PER 1 000 5F REQUIRED. 1542.9 5F/500 = 3.09 OR 4 TREES REQUIRED 5 EXISTING TREES AS SHOWN ONE SHRUB PER 100 SF REQUIRED. 1542.9 5F/ 100 = . 5.42 OR I G SHRUBS REQUIRED 17 SHRUBS AS SHOWN PARKING LOTS- SCREENING AND INTERIOR LANDSCAPING: FOR THE PURPOSES OF FHI5 SECTION THE TERM "PARKING BOT" SHALL MEAN AND REFER ONLY TO A Pt,RKING LOT CONTAINING TWENTY (20) OR MORE SPACES. N/A 10 SPACES PROPOSED 4' RIGID MESH TREE BARK PROTECTORS AS SUPPLIED BY: A.M. LEONARD, INC PO BOX 8 1 G PIQUA, OHIO 4535G 1-600-543-6955 OR APPROVED EQUAL 4' MIN. DIA. SEE NOTE 1. BACKFILL: PLANTING SOIL MIX FER 5PECIFICATIDN5 G" MIN. LEAVE SOLID 501L PEDESTAL DO NOT DIG DEEPER THAN BALL DEPTH. DO NOT PRUNE OR DAMAGE LEADER OF TREE I A 1\ IT I N I C -r A I I A T" I r-% I\ 1 17 l= A l l C. P ROOT COLLAR TO BE AT OR A LITTLE ABOVE SOIL LEVEL 3" DEPTH OF BLACK DYED MULCH KEEP MULCH AWAY FROM TRUNK 2"-3" 1 SOIL DAM WATERING BASIN (4' MIN. DIA. FOK TREES PLANTED IN LAWN ,AREAS). GA vI/\. ROOTBALL NOTES: 1 .INDIVIDIUAL TREE5 IN LAWN AREAS SHALL RECEIVE A 4' MINIMUM DIANIETER MULCHED CIRCLE STAKE AND 2. WRAP ONLY IF NECESSARY AND REMOVE A5 SOON AS ROOTS ARE E5TABLI5HED (USUALLY ONE YEAR). 5HADE TREE PLANTING DETAIL NT5 DEPTH OF HOLE AS REQUIRED TO PLACE ROOT COLD�,K 2" ABOVE FINISH GRADE 3" DEPTH OF BLACK DYED MULCH LAYER `— KEEP CLEAR WITHIN A FEW INCHES Of TRUNK (J SOIL DAM WATERING BASIN WEED BARRIER BACKFILL: PLANTING SOIL MIX PER SPECIFICATIONS z, REMOVE TOE 1 /3 OF BURLAP 7-7 (MORE IF POSSIBLE WITHOUT DAMAGING ROOTBALL) OR UNDISTURBED 501L ENTIRE CONTAINER REMOVE -OP 50% OF WIRE BASKET OR BURLAP FROM KOOT13ALL (MORE IF PLANT MOUND -COMPACTED / POSSIBLE WITHOUT DAMAGING ROOTBALL) BACKFILL UNDISTURBED SOIL 5HKUP5 PLANTING DETAIL NT5 SUSAN GRAVEL BETWEEN CURBS � J 1 J 4 T WASHED GRAVEL ® j ✓! I,"rj < BETWEEN CUR135 ! 16 0 16 32 GRAPHIC SCALE (IN FEET) 2" -t DEPTH OF GRAVEL MULCH FIN15H GRADE , . • .. GEOTEXT ILE FABRIC/ WEED BARRIER UNDER GRAVEL MULCH OVERLAP JOINTS AND TURN UP AGAINST WALL AND CURB GRAVEL MULCH INSTALLATION NT5 N N v O N @ CY) N O O 0 U) U) E 0 F- w C0 w Of W z U) <c � J L1.I W J ry Cf) ry J LU Q z z p N z CD CA CA ;. 0 ' M , F ;' 0 J C 2020 CESO, INC �e® 4ALTH o� ®o ®" o LSO® o ROGER E. BEAL D® 1955 7� ®�®�®PE A ® �� #0440 NAME: ROGER E. BEAL REGISTRATION NO: LA. 4000O 1955 EXPIRATION DATE: 05/31/2020 Project No. 757230 Scale AS NOTED Drawn R E B Checked RE B Date 03.06.20 Drawing Title Drawing No. Ask GENERAL IRRIGATION 5PECIEICATION5 1. THE IRRIGATION 5Y5TEM 15 DIAGRAMMATIC BASED UPON THE INFORMATION I PROVIDED BY THE OMER OR THE OWNER'S REPRESENTATIVE. THE 5UCCE55FUL CONTRACTOR 15 RE5PON5181LE TO INSTALL A 5Y5TEM THAT WILL PROPEKLY COVER I ALL AKEA5 INDICATED ON THE DE51GN. ACTUAL LAYOUT OF PIPING, 5PRINKLEfK ,III HEADS, VALVE5, CON-KOLI_EK5 AND OTHER RELATED EQUIPMENT SHALL DE 2 DETERMINED ON 51TE. MINOR FIELD CHANGES SHALL BE MADE AT NO ADDITIONAL f�1 C05T TO THE OWNER, I IT 15 THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BE FAMILIAR WITH ALL I GRADE DIFFERENCES, LOCATION5 OF WALLS, STRUCTURES AND UTILITIE5 AND MAKE '/.. THE NECE55ARY ADJU5TMENT5 TO PCCOMMODATE THE IRRIGATION 5Y5TEM A5 d SHOWN ON THE DRAVVING5. THERE NIAY BE TIMES WHEN IT 15 013V'IOU5 IN THE FIELD THAT UNKNOWN OB5TRUCTION5, GRADE5 OR DIMEN5ION5 THAT EX15T MIGHT NOT HAVE BEEN CONSIDERED IN THE ENG NEERING, SUCH OB5TRUCT101N5 SHOULD BE BROUGIT TO THE ATT=NTION5 OF THE OWNER'S AUTHORIZED REF'P�E5ENTATIVE. IIN THE EVENT THAT TH15 NOTIFICATION 15 NOT PERFORMED, THE IRRIGATION CONTRACTOR 5HALL A55UM1E FULL RE5PON51BILITY FOR ANY KEV1510N5 AND C05T5 THAT OCCUR. 2. TH15 5Y5TEM 5HAL_ BE I1\15TALLEE U51NG ACCEPTED AND QUALIITY INSTALLATION 5TANDARD5 A5 USED IN THE INDU5TKY. ALL MANUFACTURER5 5PECIFICATION5 WILL BE FOLLOWED. F) 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 BACKNLL 1 ®f �P 1Q `~ �-4" SLEEVE ' 5URROUNDING THE PIPE SHALL BE CLEANED OF MATERIALS LARGER THAN I " IN 511ZE. r ® ^ ~ 1 BACKFILL SHALL BE ADDED IN G" INCFEMENT5 AND MECHANICALLY TAMPED. 10 — 1. 4. THERE WILL BE NO 5UB5TITUTION5 OR CHANGES TO THE IRRIGATION DE51GN f2� 10 ALLOWED WITHOUT DIRECT, WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT. 2( /2 5. SYSTEM DESIGN IS BASED ON PKE55UKE AND FLOW INFORMATION PROVIDED BY OTHER5, 5TATIC PRESSURE WA5 GIVEN A5 70 P51 AND THE 51ZE OF THE P.O.C. I5 Yj'®22 222 1 A5 INDICATED ON THE DRAWING. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER 15 2...^'^ PKE55UKE5 PRIOR TO CONSTRUC"rIGN. REPORT DIPFEKENCES BETWEEN REQUIKEMENT5 AND THE ACTUAL READING5 TO THE OWNER15 REPP�E5ENTATIVE. A 3005TER PUMP MAY 3E NECE55ARY IF THE REQUIRED PRE55URE 15 NOT AVAILABLE.�`0 ADDITIONAL C05T5 5HALL BE 5UBMITTED TO THE OWNER A5 A CHANGE ORDER.^ 10 �. 2 z� RAIN SENSOR COOKDINAT�� G. PIPING SHOWN IN PAVED AREA WITHOUT SLEEVE 15 DIAGRAMMATIC AND 5HALL BE 2!, LL 2e2 .~ LOCATION WITHor/NERs 2 ZcPPESENTATIVE. LOCATED IN51DE OF THE PLANTED AREA OR TURF AREA APPROXIMATELY I ' FROM ANY,- HARD5CAPE 2,22222 �,4 7. ALL VALVE5 5HALL BE PLACED IN VALVE E3OXE5 A5 SHOWN IN THE DETAIL5 AND.2� ALL ELECTRICAL CONN_CTIONS SHALL BE 5EALED WITH WATERPROOF CONNECTOIKS. >�=� �� �° CONTROL WIRE 5HALL BE 50LID COPPER WIRE U.L. APPROVED FOR DIRECT BURIAL IN 2" MAGNOL11 THE GROUND. 5EE DETAIL5. j 4 9" AIN 5EN5OR, METER, TAPAND BACKFLOW LOCA ION5 ARE AS8. CONTROLLER, R SHOWN ON THE PLAN OR A5 STATED IN THE DETAILS AND LEGEND. ALL INFORMATION 15 TO DE VERIFIED PRIOR TO ANY I1\15TALLATION OF THE PROJECT, Drip M} 1 p ,1_T3 TRUNK 9. THE IRRIGATION CONTRACTOR 15 KE51"ON50LE FOR ALL CLEAN UP A550CIATED !�� . 22 11 2 WITH H 15 WORK. , I 2 , HOLLY 10. IRRIGATION CONTRACTOR 5HALL ALL PROVIDE THE FIR5T WINTERIZATION, SPRING /� /2 TURN ON, HEAD ADJU5TMENT5 AND CONTROLLER MAINTENANCE IN BID. M . � T -T N�a �'I 0 TREE 2 ° 2L' WALL MOUNT: 2 TO BE MOUNTED ON ' 3' X 4' PLYWOOD BOARD IN UTILITY ROOM. Q FLOOR INSIDE BUILDING. 2 GPI RECEPTACLE AND LOCKING SWITCH. I I OV POWER SOURCE FOR IRRIGATION TIMER. SEE LOCAL CODE. ® IRRIGATION CONTROLLER, MOUNT ON INSIDE WALL DP BUILDING. INSTALL WITH PVC ELECTRICAL CONDUIT (GRAY), WITH LONG —SWEEP ELBOWS. 2 LONG SWEEP ELBOW, ELECTRICAL CONDUIT (GRAY) 5CH40 PVC. SEE ELECTRIC CODE. ® WALL BRACKET STAND OFF TO ANCHOR CONDUIT TO WALL. SEE LOCAL ELEC., CODES. ELECTRICAL CONDUIT (GRAY), SIZE I" �J MINIMUM. PDR I I OV POWER SUPPLY. SEE LOCAL ELECT. CODES. ® ELECTRIC CCNDUIT (GRAY) 5CH40, FOR LOW VOLTAGE IRRIGATION CONTROL WIRE TO REMOTE CONTROL ZONE VALVE. SIZE TWICE THE SIZE Of WIRE BUNDLE. 22 NTS SECTION Dig With Jl cV f I I LEASE �� y I 533.90 Sq. Fee,/�2r4"vLEEGE Acres ® J I CONTKOLLER TO BE MO'ATED ON 3UILDING WALL. I I POWEK TO THE CONTKOLLEK DYELECTRICIAN. 2 CONTRACTOK IS TO COOKDINAIE 2" CONDUIT C� / UNDEK P..VEMENT FOR WIRES. HELD COORDINATE LOCATION WITi-I SITE SUFEPJNTENDEN"I_ AND GC. / t 1 16 0 16 32 GRAPHIC SCALE (IN FEET) I RRIGATON DETAILS NOTE: MOUNT SENSOR ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINrALL, BUT NOT IN PATH Of SPRINKLER SPRAY, NO MORE THAN 300' FROM RECEIVER UNIT. MOUNT RECEIVER UNIT NO FURTHER THAN G' PROM CONTROLLER. O WRC RECEIVER Q MODEL WRC2 O GUTTER OR WALL MOUNT SYMBOL 10 1a 10 10 Q T H F 12 12 12 12 12 Q T H TQ F 15 15 15 15 15 Q T H TQ F SYMBOL ■ :; SYMBOL 0 IRRIGATION LEGEND MANUFACTURER/MODEL Rain Bird 1804 10 Series MPR Rain Bird 1804 12 Series MPR Rain Bird 1804 15 Series MPR MANUFACTURER/MODEL Rain Bird XCZ-100—PRF Area -to Receive Dripline Rain Bird XFD-06-18 (22) MANUFACTURER/MODEL Rain Bird PGA Globe Rain Bird 5—RC Nibco TI-8 tZurn 375 1" El Rain Bird ESP4ME 2 Rain Bird WR2—RS Irrigation Lateral Line: PVC Class 200 SDR 21 Irrigation Mainline: PVC Class 200 SDR 21 2 2 2 2 2 2== Pipe Sleeve: PVC Schedule 40 Valve Callout Valve Number " # Valve Flow Valve Size 30-INCH LINEAR LENGTH Of WIRE, COILED WATER PROOF CONNECTION (I Of 2) ID TAG VALVE BOX WITH COVER: 1 2-INCH SIZE FIiNI5H GRADE/TOP Of MULCH REMOTE CONTROL VALVE: RAIN BIRD DV PVC SCH 50 NIPPLE (CLOSE) PVC SCH 40 ELL PVC 5CH 60 NIPPLE (LENGTH AS REQUIRED) BRICK (I Of 4) PVC SCH 40 ELL PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC LATERAL PIPE 3.0-INCH MINIMUM DEPTH OP 3/4-INCH WASHED GRAVEL RAINBIRD RAIN SENSOR 3 RAINSIRD DV-100 ELECTRIC VALVE NTS SECTION NTS SECTION LANDSCAPE ARCHITECT: YELLOW SPRINGS DESIGN PO Box 472 205 PARK MEADOWS DR. = YELLOW SPRINGS, OHIO45387 (0) 937.767.8199 (NI) 937.654.8199 yellowspringsdesign@bizwoh.rr.com LICENSED IN: CH, KY, PA, IN, IL, IVIS, MI, VA, TX, OK, AZ, CO & UT v Is> 0 E-: N N � O N m N � 0 0 .0 .0 ct 1- w 07 w w w Z U) Q 'a W_ u1 > w J � Q W z z p BMW' CD m > X C) 2020 CESO, INC 147 ,NLTN 0.�®�� S 4 cc ROGER E. BEAL D® 1955 NAME; ROGER E. DEAL REGUTP,ATIOtN NO: LA 40000 � 955 E(PIRA.TION DATE: 06/31/2020 Project No. 757280 Scale AS NOTED Drawn R E B Checked REB Date 03.06.20 Drawing Title Drawing No. .