Loading...
HomeMy WebLinkAboutSDP202100052 Plan - Revision 2021-09-13 (2)181 171 16 151 14 131 12 11 101 91 81 7 61 5 41 3 21 1 ® GRIMM AND PARKER ARCHITECTURE, INC. GENERALNOTES 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF SEE ARCHITECTURAL 12" MIN TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. DRAWINGS FOR HANDRAIL DESIGN (TYP-) p� `I s 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS 2.0" BITUMINOUS CONCRETE SURFACE COURSE SM-9.5A ti BY ALL FEDERAL, STATE AND LOCAL AGENCIES. - . 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING (PLACED IN SINGLE LIFT) (',.0.%TWIS M. SHON'.1LTER Y ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). Lic. No. 0401-057151 4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, 4" DIAMETER STEEL 3'-0" 8" TYPE 21 B AGGREGATE BASE COURSE SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. PIPE FILLED WITH (TYP-) �p 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION CONCRETE. BOLLARD JOINT i \\/\\/\\/\\/\\/\\/\\/\\/\ . COMPACTED SUBGRADE S�ONAL �� PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN SHALL BE PAINTED M GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH THE 7-1/2" U LENGTH YELLOW FINISHED 12" MIN GRADE M CURRENT VERSION OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. 0.5' FROM EP (TYP.) 12" 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 5„ (TYP.) CONCRETE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE 4' WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND PAVEMENT T-0" i a R SPECIFICATIONS. ° (MM AX') ° 8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR o 0 0 0 0 REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 7-0" DIAMETER FINISHED 118" 9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. o - - 0 o CONC. FOOTING GRADE WASH 1,_4" 0 10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE EXP. 8 ° a = O LIGHT DUTY ASPHALT PAVEMENT SECTION RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE //\/j\//\/j\// \/j\//\/j \�/j�//��/�\ \ ��///�//��/� ° 5" No Scale REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. '" CORE DRILL CONCRETE FOR a' O R-Y<` CONTROL JOINT SPACED 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF/j\� ��/j\/j ��/j /j\�/j\�/j\\/j \� \'\ //�� HANDRAIL POST, EMBED HANDRAIL A CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS ANCHOR WITH %" REBAR IMBEDDED 24" IN GROUND; i�// MINIMUM OF 6" BELOW FINISHED GRADE AND GROUT TO THE FULL AT WIDTH OF WALK (MAXIMUM) •• = L 3.5 L PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 2 PER WHEEL STOP °a DEPTH OF EMBEDMENT (TYP.) 8" 5" # 57 STONE + °° � I pp EXPANSION JOINT AT MAX OF 30', WITH • 12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS INCLUDING SERVICE LATERALS AND SLEEVES SHALL BE COMPLETED ° #3 REBAR (12" O.C.) NOTES: ° �h h*� • W � ( ) a° �� 1. FINE BROOM FINISH ALL STAIRS. #5 REBARS, BOTTOM CONTINUOUS, .: Yg` PREMOLDED EXPANSION FILLER • W PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONALT u° (z) 2. RAIL ON BOTH SIDES OF STEPS LAP 2'-2" AT SPLICES py Z PER PLAN = FACILITIES AS DEEMED NECESSARY. 14. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 3. SEE PLAN FOR RISER HEIGHT COMPACTED SUBGRADE 4. MAX. CENTER TO CENTER SPACING • U O Q PRECAST CONCRETE WHEEL STOP LLARD DETAIL t'Scale 3" GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. BETWEEN STAIR POST TO BE 6'. ADD • Z No Scale 15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 1'-4" CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING CONC. WALK • 0 16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND � PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT > THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE CONCRETE BUMPER BLOCK EXTERIOR STAIRS `° ° d �' K COURSE(S). ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND ° K No Scale 17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. HANDICAP SIGN LOCATION (VAN) O 2" R o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0} 18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. HANDICAP SIGN LOCATION (TYP.) TOP OF CURB 2 5 ' 19. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. " COMPACTED SUBGRADE 4" 21-B STONE 20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. o 0 0 FACE OF 4" B _',. THE DEPTH OF CURB MAY BE •" 21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2009 EOP CURB ." A MINIMUM OF AND A " UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN PAINTED u 18' 18' MAXIMUM OF 19" "'', b ::': SUR.FAC„ AND ICC/ANSI A117.1-03. PER 2�MAx •.•° 22. REFER TO SHEET LI.OFOR ALL LANDSCAPING GENERAL NOTES. VDOT 4" 16 CONCRETE SIDEWALK JOINT DETAIL 23. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 4 SPEC. PAINTED ^, P; BASE CONTINUE STONE BASE No Scale 24. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION STRIPE VDOT A-3 CONCRETE ' : '! FROM ADJACENT PAVEMENT J PERFORMED BY THE BUILDING DEPARTMENT. 8 5 8 8 8 9, (TYPICAL) , "•' ' SECTION UNDER CURB VARIABLE WIDTH' J 25. ALL ROOFDRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 26. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY »� TYPICAL VAN NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% FORA PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. ACCESSIBLE ACCESSIBLE 4" MIN. SUBBASE i- `� ° /\//\//\ //\/X/ 27. BUILDING INSPECTIONS MUST VERIFY PROPER ABANDONMENT OF SITE UTILITIES BEFORE CONCEALMENT./\/\ HANDICAP SPACES REGULAR SPACE i ° ° \ No E GENERAL CONSTRUCTION NOTES FOR EROSION AND \\/\//% //% /\ /�\\// SEDIMENT CONTROL TYPICAL PARKING SPACE DETAILS VDOT STANDARD CG-3 CURB 4" 3,000 PSI AIR -ENTRAINED rn 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE CONCRETE a) N Y No Scale No Scale WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. COMPACTED SUBGRADE 4" TYPE 21 B STONE w Q m n 411 2" R 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM CONIC CURB AND GUTTER CLASS 3A, th a a? STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA ° / a ° (fc=3,000 PSI) CONCRETE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN c aS v - C0 REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. SIGNAGE NOTES ACCORDANCE WITH VDOT STANDARDS. N N E H 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 6 s L Cu O v H 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERETO: j a ° 1 `'1`. -� c Cu cr) W ILL NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION a, A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 13" / ° ° ce) -0 Cu N CONCRETE SIDEWALK PAVEMENT SECTION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ° a c a a T' �/ N U H 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO °.4 C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. COMPACTED .' a No Scale PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. D. THE 2000 INTERNATIONAL FIRE CODE. SUBGRADE j 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING \ ° 2" ASPHALTIC CONCRETE SURFACE L u ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH ° COURSE - SM-9.5A 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 CONTINUE 21B STONE 3" INTERMEDIATE BASE COURSE - BM25.OA Cie 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL ABOVE. 4" MIN. BASE FROM ADJACENT L o PAVEMENT SECTION 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO 0- BE MADE IMMEDIATELY. UNDER CURB BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. 8" TYPE 21-B AGGREGATE SUBBASE COURSE 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 6" 6" 2'-O" o G 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 7 Z 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. SOLID WHITE LINE 24,E VDOT STANDARD CG-6 CURB & GUTTER / / / / / / / / \\/\\ \\\/\\\/\\\/\\\/\\ \\\/\\\ Q V 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF gyp) No Scale COMPACTED SUBGRADE 7:OOAM TO 9:OOPM. STOP � 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND / 4 DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS Cie DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. h� 12' (TYP TOP OF CURB-,,,,,[. /"j, R=2" 16. THE OWNER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER STD. HEAVY DUTY ASPHALT PAVEMENT SECTION MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF R1-1 < ` GP #21850 THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE STOP BAR DETAIL NOTE: STOP SIGNS TO BE 30" WITH ;: 6" / No Scale MONTHS OF SEPTEMBER TO FEBRUARY CONSIST A 50/50 MIX OF ANNUAL RTO NO SCALE HIGH INTENSITY SHEETING EXPANSION JOINT WITH EXPANSION MARCH AND APRI TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST CONSIST OF GERMA MIILLETT. STRAW MULCH IS / / SURFACE EXPANSION 1/4" SEALANTTO C F BE APPLIED AT ARE JECT TO APPROVAL BY THECOUNTY EROSION TQR jj\� jj\� j ,° FILLER, "ZIP STRIP" OR r 18. PERMANENT STABILIZATION SHALLLBEL MEIVES AND FERTILIZER, PERMANENT SEEDING, RQAGR CUL URA GRADE STRIPING & SIGNAGE NOTES & DETAILS 18" a NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 C, LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT No Scale � �� �� BASE //\�/\/ SILICONE SEALANT 2" 1 � 1 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY ° // / �10" 3,000 PSI AIR ENTRAINED PORTLAND O Q� BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY ��/ , , .,. ,;; °,:,: :a' CEMENT CONCRETE � EROSION CONTROL INSPECTOR. ���/� a 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING VA. SIGN FOR THE DISABLED ON 0.80 GAUGE VDOT A-3 CONCRETE Z TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET ALUMINUM. COLORS: GREEN BORDER & a ° :) 6„ _'6 °, ,; ° SUBBASE> 6" TYPE 21A STONE COVER 0 STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, a + �^�`�g EP/ FC/GUTTER CLOOD EANEDAND OF GRASS. AN REPAIRED IMMEDIATELY.ILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE WHITE BACKGROUND. COMPACTED SUBGRADE (CBR 11.2) � 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE LENGTH AS CONTINUE z1 B STONE BASE RESERVED �1l® 1 1 FROM ADJACENT PAVEMENT O STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL SHOWN ON PLAN PARKING PARKING SECTION UNDER CURB Z E INSPECTOR. DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS � E 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) HEAVY DUTY CONCRETE SECTION 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LANDm CURB CUT DETAIL VDOT STANDARD CG-2 CURB m Q DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) No Scale I I No Scale No Scale ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES PBrALTf PB�I Y 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, 23'-0" 1 x 4 CAP 01/ER SI00-$500P1E Sg0-1500FlN: DOORS ONLY EXISTING PAVEMENT PROPOSED PAVEMENT _p �- A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT TOW AWAY ZOIE TOWAWAYZOPE p ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1' 1 x 6 6" HASP SIDING a SAWCUT THROUGH d MATCH EX. CROSS Q Q VAN J 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 2.83' 2.83 2.83 6' 2.83' 283' 2.83' 5 1 x 6 EX. SURFACE w �j SLOPE UNLESS OTHERWISE 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL 6' ABOVE ACCE88BLE 6' ABOVE BOLLARD (TYP.) TRIMMER X COURSE w SPECIFIED ON PLANS Q PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. FINISHED FINISHED w & REMOVE O a D 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. GRADE GRADE CONC. 4 x 4 METAL POST (TYP.) 1 x 6 CAP PAVEMENT PROPOSED = � D 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. PAD SPACES SHALL BE IDENTIFIED BY ABOVE GRADE 6 x 6 METAL POSTS 2' MIN. SURFACE I 2"+ COURSE - LJ L� � 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR 12' STRAP SIGNS AS RESERVED FOR PHYSICALLY 5' Q DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. DISABLED PERSONS. PROVIDE ONE (1) R-7-8 HINGE EXISTING 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. SIGN AT EACH PARKING SPACE INDICATED ON PAVEMENT Q 0 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED ~ Q 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION WHITE) WITH GREEN LETTERS AND Z 0 � �� INDUSTRY (29 CFR PART 1926). INTERNATIONAL WHEELCHAIR SYMBOL. SIGN MILL EX. Q- J ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES SHALL BE PLACED ON STEEL POST 1-1/2" O SURFACE COURSE BASE COURSE 1 � 1 Q J PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 11.5 (TYP.) SAWCUT EX. J 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. PLAN VIEW EDGE OF PAVEMENT AGGR. BASE W ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING w 1 1 1 C CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 4 x 4 METAL POST UNLESS 2 x 6 RAIL OTHERWISE NOTED 12' CANE BOLTS NOTE: PROPOSED PAVEMENT MUST TIE 0 C 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM (TYR ON PLAN OUTSIDE GATE VIEW OUTSIDE ELEVATION 3 SIDES IN WITH EXISTING PAVEMENT O (� C/3 U THE COUNTY EROSION CONTROL INSPECTOR. 1 x 6 TRIMMER W BLASTING NOTES ADA PARKING SIGNS 3'-0" 5'-0" -� 5'-0" 1 6 CAP 1 x 4 CAP ~ fl O x PAVEMENT REPLACEMENT JOINT DETAIL 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. No Scale 1 x 6 SIDING 1 x 6 CAP cU � No Scale SITE PLAN LEGEND DATE DESCRIPTION 02/25/20 REVISIONS GRADING 1 x 6 TRIMMER 1/4" SAG ROD 3-O 04/06/20 REVISIONS 101 WATER TC =TOP OF CURB WITH TURNBUCKLE METAL INSPECTION FRAME W/ SOLID LID STORM PIPE TW = TOP OF WALL EXIST GRADE (NEENAH R-1975 OR EQUIVALENT) I '3 B 100 BIN = BOTTOM OF WALL STORM MANHOLE TS = TOP OF STAIRS J.CONCRETE COLLAR 11 CRO$$ BRACE B 100 CRUSHED STONE BEDDING CONC. -- 2 4 BS = BOTTOM OF STAIRS DROP INLET &STRUCTURE NO. FC = FACE OF CURB x �� 2 x 4 RAILS STONE FRAME CURB EP = EDGE OF PAVEMENT 0 CURB & GUTTER EX. = EXISTING 6" DI CLEANOUT PR P. = PR P ED CONC. 1' OR AS SHOWN ON PLAN _ = LIMITS OF DISTURBANCE APPROX. = APPROXIMATELY PLUG AT END WHEN NOT ALONG SIDEWALK X FENCE OF LINE INSIDE ELEVA TION 3 SIDES XXX MAJOR CONTOUR -.� 12" 3" CASTER WHEELS NOTE- ALL LUMBER SHALL c �I O XXX MINOR CONTOUR POST ELEVATION BE PRESSURE TREATED INSIDE GA TE VIEW I . r TIC 725s4 PROPOSED PRSED SPOT ELEVATION 119120 DETAIL DUMPSTER PAD & ENCLOSURE DETAIL CURB WIPE DOWN DETAIL Q PARKINGCOUNTCLEANOUT ANo ® GRIMM AND PARKER ARCHfTECTURE, INC. e !l Scale No Scale No Scale 181 171 16 15 14 13 12 11 101 91 81 7 61 5 41 3 21 1 L 7 H G F L 1 J C 181 171 16 151 14 131 12 11 4" MIN 6" MIN 101 91 8 B MAX. 7 6 sX 11.:,r 1411 '1111111♦h11 qx 1111111114h/ t 11111 h1♦h11 �,f 'M 1411141114 { '�4111111111111111h11�4( 444144�4414 # 44 /401 114441 / 4�' k l N 4 # 44444444f � 11141/11141 -, -- - •.-, •. •- 14111441414 �414111111141111111111/ N a 1 1111 11H - 441. 411 11141414 4,04 11144114� �4 4 14 _' i4''4ifl1'1 1�1411111114141114111�1 �I'Y 14Y 11 /16" HOLES AS SHOWN LD (TYPJ 1 1/2" X 1 1/2' X 1/4" STEEL ANGLE (TW.) 1 1/2" X 1/4" STEEL 9" 3" 9" 3' 9" STOCK WELDED TO BASE AS SHOWN GENERAL NOTES FOR TRASH RACK 1. STEEL TO CONFORM TO ASTM A-36. 2. ALL SURFACES OF TRASH RACK(S) MUST BE HOT DIPPED GALVANIZED AFTER FABRICATION. 3. TRASH RACK(S) TO BE FASTENED TO WALL WITH 1/2" MASONRY ANCHORS, TRASH RACK(S) TO BE REMOVABLE. 4. TRASH RACK(S) TO BE CENTERED HORIZONTALLY OVER THE OPENING. 5. FABRICATOR MAY MODIFY COMPONENTS OF TRASH RACK FRAME TO IMPROVE CONSTRUCTABILITY OF TRASH RACK. MODIFICATIONS MUST BE APPROVED BY MCDPS PRIOR TOORIFICE TRASH RACK DETAIL " DIA X 6" LG. ADHESIVE BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS SPACED ONPAN 'E" DIA B.C. SWM-DR \ LOCKABLE ACCESS DOOR W/HINGE, MIN. 2' x 2' CLEAR OPENING SEE NOTE 1 I RI Ilgl� i►C�1 %'���1� �i 1010"Aw .r� DIA X 6" LG. HESIVE BOLTS W/FLAT WASHERS AND SELF LOCKING NUTS. TYPICAL 8 PLACES -EQUALLY SPACED ON AN "E" DIA B.C. RISER DIMENSION APPROX. I.D. O.D. A B C D E WT. (LBS.) 24 30 31 28% 7 11 27 24 36 44 45 41%z 13 19 40 58 48 58 59 54 z 13 21 53 86 60 72 73 67 z 17 28 66 135 72 86 87 80 23 35 79 204 84 1DO 101 931/4 25 39 92 266 96 114 115 106 4 22 38 105 1 305 TYP. AR I E" SQ. MAX. STORMWATER MANAGEMENT DRAINAGE RISER I.D. I STRUCTURE RISER O.D. I RISER DIMENSION APPROX. I.D. O.D. A B C D E SEGMENT WT. (LBS,) 24 30 30 6 7 10 27 15 46 36 44 42 6 13 18 40 22 82 48 58 55 9 13 20 53 29 120 60 72 68 9 17 26 66 36 169 72 86 81 9 23 34 79 42 227 84 100 94 12 25 37 92 49 290 96 114 1 107 12 22 36 105 58 1 341 HIGH DENSITY POLYETHYLENE METAL NOTESt 1. A HINGED, LOCKABLE ACCESS DOOR SHALL BE PROVIDED ON ALL TRASH RACKS 2. ANTI -VORTEX PLATE IS TO BE USED WHEN SPECIFIED ON THE PLANS. IF THE TOTAL WEIGHT OF THE TRASH RACK IS GREATER THAN 75 LEIS OR COST OF FURNISHING PAID PLACING THE ANTI -VORTEX PLATE IS TO IF THE TRASH RACK IS TO BE PLACED ON A SWM-1 WITH AN "H" DIMENSION BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. GREATER THAN 7'-2". SPECIFICATION REFERENCE STORMWATER MANAGEMENT DETAILSxv TRASH RACK =r FOR SWM DRAINAGE STRUCTURES ROAD AND BRIDGE STANDARDS 302 REVISION DATE SHEET 4 OF 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 114.07 DRAIN BASIN NON TRAFFIC INSTALLATION o� I.RUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INLINE DRAIN _..IER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 5 41 3 2 CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES' CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 480 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 8 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10t1 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE N0.5 X 8" PLACED 1'CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1%2'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED �'w. 12i1 MAX T BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12..1 MAX 1- AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B LIGHT OAE LINES, IES BE LOCATED BEHIND VEHICLE SACCESSIBLE PARALLEL PROVIDENG HYDRANTS, DROP INLETS, ETC. ROUTTOP CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 11 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT / 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND ; r� THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX, a PERPENDICULAR TO THE CURB. XXC 5' MIN ,"(,'Y'•' 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK W MIN TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY AT , 2„ HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. , EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT *X . SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME m C-C uq CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE .6"-2.4" o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH y - O O O O O 0 0 0 0 0 0 0 THE BACK OF CURB. W O- O O O O O 0 0 0 0 0 0 0 LANDING RAMP V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o + y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50X.65Z OF BASE DIAMETER DIAMETER OO o 000000 000000 -DETECTABLE WARNING No AT BACK OF CURB I _ 0.9"-1.4" 1 VARIABLE FULL WIDTH OF RAMP FLOOR 1 SEE NOTE 12. r- BASE DIAMETER _ _ f PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL �vDOT SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION 105 502 SHEET I OF 5 REVISION DATE 07/15 203.05 2016 ROAD & BRIDGE STANDARDS DI-3A. 3B, 3C EXPANSION KEYED - wk-, NLTH Op 0 yip cy, VN.%TNAS M. SHOW'.ALTER Y 1Jc.No. 0401-057151 A� 4/6/20 �� ki ovAL �'� L J 6;MIN, PLAN SECTION A -A o 0 MAX. �A 10' MAX. KEYED CONST. JOINT N L-VARIABLE - MAX. 20' C WARPED N N Y "_^„ 6. 2,_6„ �B 6.. 3,-p„ 2' GUTTER aL+ ; (h C IH~yl N' BA125 A M Q a q N _ I I D3 (---------------------'i•' > rn E B SGE -r-- .0 w a_ �N I BARS F BARS E L,-B iv rn 0 ,' '` H 443" DIAMETER • BARS E Cu 1 O � WEEP HOLE FRONT ELEVATION BARS F 8" V-8" B" BARS B M -0 DO - - (GUTTER REMOVED) 113'-01, N O N �NUH 555 I 5XI/4" BENT PLATE - SECTION B-B 8„ �1- I. II n.. i 'I�ft lip N /i' R L`L,.� TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS, v ."1;•� L2Yz"X2%2"X'/, Y TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A 1 G4"ST 2ED TYPE B /z" X 4" STIR SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. I..L CONNECTORS AND IS TO BE ANCHORED WITH 1/Z' X 4" STUD SHEAR NOSE DETAILS Q WELDED TO BENT PLATE AT 2' C-C. 2" ^ " PRPAVEMENT 1..� DI-3A L DI-36 L DI-3C L '�'`; WARPED PAVEMENT --- - - - - - - - _ --�I- -- - '' I Z G FLOW FLOW FLOW •• •�.�y ,I 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB ` FOR USE IN SAGS WITHOUT GUTTER L BOTH SIDES TO BE SYMMETRICAL `VIDOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE / SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE. MAXIMUM DEPTH (H) • 8' 233 v 10409 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS GP #21850 F NYLOPLAST DRAIN BASIN WITH STANDARD GRATE r- CONCRETE COLLAR TO BE LOCATED 6" BELOW GRADE IN GRASS OR BIO-RETENTION AREAS. 1 1 1 (1,2) INTEGRATED DUCTILE IRON � FRAME & GRATE TO MATCH BASIN O.D. O 18' MIN WIDTH GUIDELINE f �00000� z 8" MIN THICKNESS GUIDELINE _O �- MINIMUM PIPE BURIAL Q DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER O AVAILABLE (ACCORDING TO RECOMMENDATION z PLANSTTAKE OFF) (MIN. MANUFACTURING (5) ADAPTER (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR 1 RED. SAME AS MIN. SUMP) ANGLES VARIABLEO"-380" GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE E DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACCORDINGTO PUNS TRAFFIC LOADING,& OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. Q i (3) VARIABLE SUMP DEPTH O ACCORDING TO PLANS (8' MIN. ON 8" - 24", 10" MIN. ON 30" (4) VARIOUSTYPESOF INLET& OUTLET ADAPTERS 4"MIN ON 8"-24" BASED ON MANUFACTURING RED.) AVAILABLE: 4" - 30" FOR CORRUGATED HDPE 6" MIN ON 30" (ADS N-121HANCOR DUAL WALL, ADSIHANCOR Q SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35). Q PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER O a (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. _ l_f1 BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. U3 Q 1 - STARDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 Q GRAD GRAD0"FRAM6. 2 - 12'- 30' FRAMES SHALL BE DUCTILE IRON PERASTM A538 GRADE 766605. 8"&1C'STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE z O USE OF A PVC BODY TOP. SEE DRAWING NC. 7001-110445. v' 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN 1 DETAILS. RISERS ARE NEEDED FOR BASINSOVER 84'DUE TO SHIPPING C ' 1 ' RESTRICTIONS. SEE DRAWING NO. TW1-11D065. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY 4-DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NriOPIASTHAS PROPRIETARY RIGHTS. THE RECEIPT EBC MATERIAL 3130 VERONA AVE BUFORD, GA 30518 < ILL-1 J ASTM D3212 FOR CORRUGATED HDPE (ADS N-12)HANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1/O� 1-23-06 7' PHN (770) 932-243 ' 1 ' N-12 HP, &PVC SEWER (4'-2P). TRANSFER, OR LICENSE THE USE OF THE DESIGN OR 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE 3' TO 380'. TO DETERMINE Nast FAX (770) 9322490 yloplUJI TECHNICAL INFORMATION SHOWN HEREIN REVISED BY MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110012. OF THIS PRINT OR ANY INFORMATION NMH PROJECT NOJNAME www.nYloPlasl-us.com LJL_' C/3 REPRODUCTION TITLE 6-12'-30' STANDARD GRATES SHALL MEET H-20 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.11-16 DRAIN BASIN WITH STANDARD GRATE 7 - 8"& 10"STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL >( 06 ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:40 SHEET 1OF1 DWG NO. 7001-110-144 REV H O PERMISSION FROM NYLOPIAST. coon xnowuT L u CJ� Q CDC) Lfl 6'LENGTH z U ti 0.5' FROM EP DATE DESCRIPTION 5" 02/25/20 REVISIONS 04/06/20 REVISIONS ANCHOR WITH IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP 7 0 181 171 161 151 141 131 121 11 10 7 [e 5 PRECAST CONCRETE WHEEL STOP No Scale 0 0 E C1.1 119/20 O GRIMM AND PARKER ARCHRECTURE, INC. A 181 171 16 151 14 131 12 11 1 101 91 81 7 61 5 41 3 21 1 ® GRIMM AND PARKER ARCHITECTURE, INC. \ n`\ \ \. \ \ 3'SHRUBS \ \\ \\ \ \ \\\ \\/------------398---- Irv;\.\LTHOp`I 1 -396-----\ `�\U.c \I\.1THAS 41. SHON'.1LTkR y _ - - - \ 1.Ic. No. 0401-057151 SD INLET W/GRATE � ' ' �y90. / / , � / / - \ \ \ \ \ \ \ \ \ \ TOP=392.90' - / _ - - - \ \ \\ \ \ \\ \ \ \\ v INV. IN= 390.05' 15"ReP' / / / 9y / / / / _ _ - - - - i..0 q/6/20 �tV� -393 ' - - - - - - - - INV. OUT= 390.05'24"RCP�15rS/ OVAL L ^A -400, I ------- SDOUTLkTW/FES \\\\\�\ '/ /'-/ oM O \ \ \\ \94„RCP INV= 389.69' 4"DEC 39� - \ , DEC 0/ 1 \ \ TMP _ R / I \\\ 1 \ I \\ \ \ 24"DLC A6 / / PF�G,c'� �2 , / / / 3' SHRGBS 6" CEDAR / / / / ' \ \ \ \ \ \ \ \ \ \ •• CALVARY BAPTIST CHURCHURCHOF3COTTSVILLE \ 1 I \ L DB. 768 PG. 335 \ \\ 15 DB. 1007, PG. 122 (PLAT) \ 1 \ / ' \ \ � SD OUTLET W/SCOU / / / _ , Lu - / 2"DEC /� /' / // \`\ \`\ \ \ GO\ • > 7NV-- 390.38' \ 3g1' a - , / r / / / ' 402 ' W / \ \ \ \ /� •M /n�0 3°'�, / I M m I - 3 98' Wes- by-,9 SWM FACILITY I/ I M it M IY Ft"i i /J /// / //' /// // -W \�\ \� -W \� \ -�\� \ \`\ • O I/ I 1 I 1-4 1 26"DEP �' n 24°DEC / // // /// / _ \ \\ \\ \�L\ \ \ U) GABION Rl� R dP I / 399' / SD CURB INLET W1MHD - - ' - _ - - _ _ - - - 404 BASKETS 1 / /� TOP=401.36'" TOP= 391.5+ / 0* / / / / / \ 1 / / lN_V4N= 396.60' 18" RCP 0 INV. OUT- 4.61'18"RCP _ - - / 40 / -�9 . -�6"DEC _ p5 � // / I •\ k O \SD OUTLET W/FES '/ , / \\,/ / / // I // 'fj /' i �24"RCP 24' DEC - - - - 4 ,SD CZUTLET W/FES , \ \ • \ I 24" RCP / / / / - _ a - , / �6"DEC / / / / /� , \ � _ � -406- _ _ Lc�.i - � TOP= 4&1.34' INV=39293/ ' / / \\i I 1,/ / - - i R _----- \ \ \ \ ` \ 11 11 \ \ \ �9a \ \ \ x / / // ' / l\\ \ , / r , 40 / / / SD CURB INLET !y,, MHD - - [QI FLAGPOLE \ , TOP=404.10'// �\ \,Y'1------ 1 �� / T / / / INV, lN= 398.36' 15" RCP \ INV OUT= 398.22' 18" RCP 402' '\ -------------- ------------ INLET Wi`ROHD \ \ \ \ � \ \ \ � \ \ \ \ coo TOP=405.86' \ - �lttl Y/V= 400.54' 15"RCP INV O�IT= 400.38' 15" RCP\ \ \ \ \ \ \N80°5 '4� „ \ \ J ASPHALTPARKINGLOT ii \ \ \ \\ \900. \ \ 11 \ 29+2HC 2" DEC / y9 A00. 11 PARKING SPACES SD CURB INLET W/ MHD I I TOP=40585' I I \ \ \ \ \ o \ \ 1\ INV. OUT= 401.75' 15" RCP I 1 \ Q \ \ \ ISD NLJS� RATE c TOP �398.. V o coi I INV. N= 3 . �'1' i RPP - �s / U , _ _ r , \ \ \ R ao6- \- \ Al > \ \ \ \\ ( 1 Lo n WATERLINE / INV OUT-193�/\1`�4 RCP / 1 0- 1\\_--- - - -- I v - -� _ \\ ! \ \ \ \\ \ \ 1 C NL C SD CURB INLET W/MHD \ ` \ \ \ 1 1 1 ' m LSA / \ 1 \ \ \ \ m =m TOP=406.36' > rn E b \^ 1 LSA DE / Qo 1 \ \ m 0 rn N H ^h. a SHED // / 400 - _ _ - / ' / / / \ \ a 1 INV. 1N=399.92' 15" RCP _ - \ O / 6 \ WELL 1 y o „ C 6 y (12'x16) st+Eo `` - J INV. OUT=399.85'15"RCP 1 ------------- - - -- / \ $ \ I I cu- oM rn N \ _� If I .U/. /--------------- a / ` 00 1 I /J 1 I 1 WILLLv 1 \CONCRETE PAD / ' 7 \ \ / / - 401' - - / / 1 _ I I / ' - 1 I 1 1 I I 1 N C N 1 \ / cu 2" DEC - _41 _a02 '--- -_- - ///-I II ' 10"DECI Las /1 �g 11 TMR130 511 I 1 �NUH . 404 / �.A.r' / I I / \ / \ 1 "WELL L(�T"1 \ 11 \ \ - 16'fIEC II / \ 12 " 1 - \ / �' - - - ' - - - - 403 / i / / 1 9„DEC / I 1 _ .407 ' MAILBOX \ DB. 3665, PG. 245 (pLA�j �J Lu 404' - i .406 - SDJNL-ET lh4RE GRATE I 1 1 \ \ \ \ \ / / / ' - _ _ - - - - - ' / / - INV. 1N=403.99O2"ST EL` 'rl C \ I L I I / -407 - - - - / O \ , ASPHALT 1 I 11 11 I ? / 4Q5 / _ Cie - NV. 1N=400.75'4"PVC LI �l'C \ - - - \ 2'�DEC I I 1 1 I I \ ASPHALT PARKING LOT / - - - - _ - I I ' - /-9,0 ` Q 12 + I He! � / ' I / / / / / / INV. OUT=400.65' 15" RCP I 1 RO \ � \ I I I I I 11 FROMBLD) 1 I PARKINGSPACES`�--- / II II r \ I / 8"IDEC/----------4os------------ �� ii /\---40�_, /' \ 1 I 11 I I I \ \ I ;a I 1 8a"DEC- 2 _ 409- -ZNYOPLAST ()�- - 1i 11 hQ� I W f D SHUT CDOG OD FD 3' DOOR GRATE, BOL--' / o I TOP=409.01' SSIIII Q G I I \ 400- 3 _eo CO�C.(2)3'DBL.DOORS /AD FFE=410.03' 1BRICK 8"HOLLY \ I J ICie WALL / \ k HANDP4ILS- - - - I I I I/ I I I \ r Y\ROSE\` /1 1 1 1 V U CONC I I I I p 11 \ WOOD POST \ _ _ / / l / �' WIROCK J 3' DOOR $USHES i 1 1/ j I I \ WOODEN ETAL CANOPY I 1 G P #21850 _ _ _ � / � ARMOR 1 � / \ \ RAMP HEAT PUMP l \ \ WOODEN RAMP �- COLUMN(TYP.) O / I TOP DOCK 404 / (2) X DBL. DOORS ELEV=409.97' MOBILE CLASSROOM ' ' ASPHALT FFE=405.97' TMP 130-25P 3' DOOR 7-4' MOBILE CLASSROOM COUNTY OFABLEMARLE SCHOOL BOARD ONCSDE I I 1 L�J(38'x23T3, IALK DB. 523, PG. 620 (2)XDBL. DOORS ASPHALT ' F (38' x 23) } FFE=410.05' LWOODPOST\ HVAC/AIR PROPERTYADDRESS: 7868 SCOTTSVILLE ROAD W/CHAIN I TRANSFER UNIT ON CONC. PAD (2) 3' DBL. DOORS CONC. I FFE=410.01' L 1 1 LEVEL BRICK �� r I I I l l z \ UNDER I SCHOOL FACILITY I\ \ \ / (2) 3'DBL. DOORS FFE OOR 411- 3 a O GROUND OIL 1 I - 405 � TANK N - - - - - / \ x 1 X DOOR l 3' DOOR 5 STEPS LANDSCAPE MOBILE \II W/HAND /L I I 0 3 FFE=410.05' 3' DOOR TIMBER WALL Q CLASSROOM / 4� DATE 1' I 3' DOOR E \ E EC. CAB/NET c,� 3' DOOR ,T 1, 1 I r / j I b66/ L_8 \-------� \ - 4p6- ' / GENERATOR (- j I / U O Z (44' x 23) ° 1 / (3.4'x7.6) L\ I 3' DOOR 2 X DOOR 3' DOOR LEGEND _ x 3' DOOR a FFE=409.99' / S 1 �1 EXT. CONC. / l Q SANITARYSEWER MANHOLE (MHS) -407 _ _ - CHAIN -LINK �_ ¢�� 1 / J BEAM FFE=411.66' I Q FENCETH%4J ' ASP/);gLT ® CLEAN -OUT Q STORM DRAINAGE MANHOLE i J I / 40 SEWER PUMP' _ -a0$ / I TOP=40 .16' 1 3' DOOR RCP REINFORCED CONCRETE PIPE 6- � � / - � - FES FLARED END SECTION , ' - _ - - / TOP= 40740'/ ' l EXT. CONC. LANDSCAPE INV. 1N=403.78' 8" PVC FROM LD 7 / - _ / / \ BEAM TIMBER FRAME ( ) FFE=409.66' 0o L/GHTPOLE _ _ _ _ _ _ INV.=404.46' LANDSCAPE INV. 1N=404.44'4"PVC (TRAIL © ELECTRIC BOX _ _ ' -409- _ - - - - - - - \ (0.5 W) TIMBER INV. OUT=40 62' ASPHAL / \ FRAME l _ � ` 1 \ (os' w) / e MOBILE \ ` / EXT. CONC. / / O O OR -X- FENCE X\ - - - - _ _ \ _ - - - - - - ' - ` \ 15"DEC BEAM FFE � 09.93' 11 \ � T-2 / 0 a7 EDGE OF PAVEMENT (EP) - _ _ _ - a CLASSROOM _ _ ® EXT. CONC. / P / (38'x23) D CHA/N�O�\\ ��' B\ \ \G ® ` - - - q09 ��6 SAN _ _ 6 - - - 409- - ��g- - - \ BEAM APP OXIMA TE L OCA TION OF �, �- D - -UGP- - UNDERGROUND POWER ` _ _ _ _ c , - - I FENCE(HT=6) . \ - - / - - - _ _ _ _ _ o� \N 3 SHRUB- - EXIS NG MANHOLE / OHP OVERHEAD POWER LINE - - ` ' 6" SAN L1� - - 14"CNFRI 411 - - - - - \ CHAIN -LINK - W - MARKED UNDERGROUND WATER LINE \ ,S, - - - _ - - - - - 9 DOORS 3' DBL. - / FENGE (IT=B'L _ .y _ / y ELEC. CAB��JET/ LANDSCAPE / / / Z Q 0 HANDICAP PARKING - _ i '9 _ MH_S_ _ ` _ - UTILITY TRENCH \ \ o U I / AMBER WALL / 20" DEC POSSIBLE \ \ \ 10 T -1z^"DEC _--- , v� CHAIN -LINK a ti F T6P=4UMP) _ SCAR / / pT / , l I / LLI ry g� DECIDUOUS TREE (DEC) / \ �a - �..� FENC¢(HT=12J \\ INV. 1N=405.89'2' C(FROM PUMP) 8"DEC` � � CCP- _ 3' DOOR 3' DOOR � ' CONIFEROUS TREE \ / \ INV. 1N=405.94"4" (FROMBLD) _ _ - - a _ ` , - _ -UGP 4P�� / / P? J / // l I I W J /l INV. UT=405.79' ® BOLLARD, OR AS NOTED BALL FIELD EJ\ . _ y / - _ _ _ _ \ - �O_ \0�a • G / - /OA I/ O LIJ ONC. CONCRETE I _ / \ \ .Ck \ '� I y SW SIDEWALK _ _ ELECTRIC EQUIP. \ nn / _ - UG,P� I \ f- C C v SIGN , MOUNTED TO WOOD � � -UGP- - - / / OyP / I ffV FFE FIN/SHED FLOOR ELEVATION / I / POSTS p (F) PROPERTY CORNER FOUND I , ' 5 STEPS O� _ 411 • \ \ / / / / / , / \I\ U3 (AS NOTED) PITCHERS k W/HANDRAIL / / / / P / / / / / / / / Oy � C - O8. DEED BOOK MOUND °_UG O C� PG. PAGE � W / / \ \ SWINGSE�''s , / / // / / / / /l // / \ � 00 CHAIN LINK 0 / DECK '9 / L / / / / / Oy X �� Lfl CONTOUR INTERVAL = V FENCE (HT=8) / A 1 I \ yP W Cf3 1� 1 I cb UGP /' MHS THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE // MOBILE I \ / TOP=408.0 ' / // Il l DATE DESCRIPTION DIRECT AND RESPONSIBLE CHARGE OF IOE MEDLEY FROM AN / INV ) pOh // / J I 02/25/20 REVISIONS ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; / /\ , \ CLASSROOM \\ i / ( / I INV. 1N=403.23' 8" PVC/(NE) / / J THAT THE ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING , / \ � � \ CANOPY � 04/06/20 REVISIONS \ / \ INV. OJT=402.76' (Tld TANK) I DATES: APRIL 3&4, 2019. THIS BASE- MAP AND DIGITAL , ' \ \ ® �e / \ I \ Q / / / GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM MH$ ACCURACY STANDARDS UNLESS OTHERWISE NOTED. � 'd I / ,�P / ' � � / TOP=407.69' 1MV. CENTER7J9729' NOTES: MHS 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA - I / / I / TOP=4M61' Q STATE GRID, SOUTH ZONE. VERTICAL DATUM IS BASED ON NAVD 88. - - - - - _ ry 3"X 3" / I INV. 4/NTER=39711' /poi / / / / / Op Z DATUM ESTABLISHED THROUGH LEICA SmartNet. c COLYJ41N (TYP) 2. TOPOGRAPHIC DATA DEPICTED HEREON IS BASED ON CURRENT 6"DEC FIELD SURVEY BY THIS FIRM. � \ / ' / / , / / SANIT4 Y GRINDER P %4P SCALE 1 "=20' as TOp`409.08' ^ O ASPHALT 1 / PLASTIC / / ' COCKED SHUT b66 / / / / L 3. NO TITLE REPORT FURNISHED. EASEMENTS MAYEXIST WHICH 8"DEC COURT 1 ,' RETAINER , / ' / /' / / 0 20' 40' ARE NOT SHOWN HEREON. 1 / / / / / / / / 1/9/20 4. UNDERGROUND POWER SHOWN HEREON FROM MARKS PROVIDED / - - - - - - _ ABYALBEMARLE COUNTY. , - - - - - - \4j7� / /' / / , ,' / / / / / / ®GRIMM AND PARKERARCHRECNRE, INC. 181 171 16 151 14 131 12 11 101 91 81 7 61 5 41 3 21 1 181 171 16 151 14 131 12 11 1 101 91 81 7 61 5 41 3 21 1 ® GRIMM AND PARKER ARCHITECTURE, INC. \ n`\ \ \. \` 3'SHRUBS \`\ '-'/ ,393// / / / // /------------398---- 0-396 rv;�.\LTHOp`I \ RE -AND-REP _ E SIGN. PLAN. RELOCATE PE YO \ \ \ o \ \ REMOVE j\.%TIIAS 41. SHOW'.ALTER _-------- \ 1.Ic.No. 0401-057151 SD INLETW/GRATE ��'--- 3g0. / / // // _- \ \ \\ \ \ \\ \ \\ INV. IN= 390.05' 15" RG'P' / / / 0h / / / /' / / / _ _ - - ' i.00 4/6/20 41! \ 93 _ INV. OUT= 390.05'24"RCP 1 \ REMOVE / \ / 3g1' "�PO4 \\ \ \\ SO OUTLETW/FES \\\\I\I / /'- INV--2\389.69' A'DEC 39a - \ \ , ' DEC / / ' 911 // \ \REMOVE ///. \�\\\, / ' // // // \\ STORM PIPE \ /' ��\ ///`\\ O y DEL- ' / / / / - ' - - - - - \ \ • \ �� \\ F r, 9p Y SHRGBS / / 6" CEDAR / 0 \ \ \ /-- TMP 130-25R / I 1 \ \\\\\\\\\\\ �' \ce CALVARY BAPTIST CHURCH OF3COTTSVILLE \ 1 1 \\\ \ 6 y�, c' - / / EC L DB. 768 PG. 335 1 1 \\\\\\\\ � ANB REPLACE SIGN \ \ `c\`\\\\ REMOVE / YE DB. 1007, PG. 122 (PLAT) \ 1 1 \\\\\\\ \\\\ \ _ / - - ' - - \ ` \ \ • G / \\\\�\� LOCATION. / / / \ \ \\\\ \SD OUTLET /SCOU / -- \ G W 2"DEC /� / / / - \ ` \ \ \ ` O\ \\\\\\?�\ \ I 2 ' \ \\\\\7\•. / /-`\ \ _=7NV�390.38'\ I 391 -- /� / / / / /'\\ Lu D EW1OVE-1' N1! _ _ R MOVE STORM ws�'�\ \ 1 /-6FASP ALTTO ATCH / /' _ -W =' ___-- - \\ \ `\ \ `\ `\ Q APE SECTION I ° , 398' PAV ENT S ON C4.0. - ' / _ W ` - - - 03 W- - - \ \ \ �s�` O M REMOVE / / SWM FACILITY % I I LIGHT F TGREICVI% / \ \ W� �� \ \ ■■r ♦// REMOVE l 26"DEI / / 24"DE / // _ ` \� \ O / \ RE�%f0 j/E I G - _ _ EMOVE INLET TOP , \ \ 1 \ 0 \\\\. / f R4 1 - 3g SD CURB INLET W1MHD - _ - - _ - - ' i \ \ \ ` �� \ ` ; / GABION Rl P I 9' / - 4p4 � \ \ � � \\ I ! / \ I 1 I I I BASKETS I l /� TOP=401.36 TOP= 391.5'+ \\ \\\\\ 1 // / / / / IN.V!lk= 396.60' 18" RCP / / � \ K \\\\\\, \ I I I I 1 1 I LWITS OF 400 / _ - ' INV. OUT= 494.61' 18" RCP - - - �6"" DEC _ _ _ \ \ / ` \ ' K / \ \\\\\\\\\ ' I I \ 1 REMOVE / _ / WATERLINE - - _ A ,SD \\\\ 1 1 I SD OUTLET W/FES '/ , / `\, /REM Y/AL / iPE/ AAOVTORW/ - 24';DEC 24"RCCP P/ ' / \ 9 / / / _ _ / i 4 C \ 6" DE CZUTLETW/FES / \ m c TOP �46t�34' ! I \ \ 1 `� �� INV=39293 , / ` \\\ \\ 401' / LSD - - /- \\\\\\\ CURB INLET V�/{MHD TOP=404. CURB I0' - - - � FLAGPOLE � - - - - - - ` \ \ \ \ / I Y / \ \ \ \ \ \ \ \ \ \\ ' � / / INV. lN= 398.36' 15" RCP ` \\\\\\�\\• I \\\\\\ / \\\\\\\\\ / / INV OUT-\ 98.22' 18" RCP VE REMO- -- / -/------- \ CURB INLET W `MHD TOP 4\ \ \ \ \ \\ \ \ \\ \\ 41W. YN= 400.54' 75" RCP \ \ \ 05 '46'k INV OBIT= 400.38' 15" RCS\ \ \ \ N80 \ \ CLEA AND GRUB M\\\\\\\ , \ h / 1I / ASPHALT PARKING LOT \ \ \\ \ 1 I J \\\\\\ WOODED AREA \\ \\\\\\\\\\ \\\\\\ MOVE h 1\ b0 29+2HC 00. / II II RM PIPE PARKING SPACES SD CURB INLET W/MHD 11 \ \ \ o ST�y 2"DEC 9 a TOP=40585' 1 \\\\ I REMOVE DUMPSTIER - - - - ' I I \ o \ \\ \ - - ` INV. OUT= 401.75' 15" RCP I I \ \ \\ o \ I 1 ENC�yOSURE PAD , - �EI>)g0� C I I D N \ / ISDINLL�I(l%/(',RATE cP i 1I I I \ \� \\ w� AND BOLLARDS. _ U�CSID WALK k05' 1111 i o \ Q \\ \ \\ C5 ` \ \ c N � ' � TOP�396\91� \ � \ o \\ REMOVE EXISTING \ \ / - INV. /N- 3 �1'i RED - R JOINT �J 406- - - - 1 \ \ \\\ 1 Y " 1 \\\\\\\ MASONRY SHED. -REMOVE 1 / / 8' EXISTING 1.5" / R _ \ 11 +r N P.LIGHT FIXTURE _ / / 39 WATERLINE IN OUT= 93\71`�4''RCP I ` \ _ 0---- - - - - -- _--- -- \ \\\ 1 \I 1 C N m I \\\\\\\\\ I \ \ _ �' / `\ �\ SD CURB INLETW/MHD \ LSA // \F 11 \\ \ I \, `\ I I> rn E \\\\\\\\\\ \ TOP=406.36' LSAcu ' / INV IN 399 92' 15" RCP Cl / 6"DEC / �6 1 \ ® WE 1 .. O N N E " 1 \\\\\\\\\\\\, `a SHED - - - H ^ ^b' , 4 _ - ' I j . OUT= 399.85 15 - - - � I o M rn 00 / / 1 1 I INV „RCP 1 �Qq I / \ 11 � I W ILL L� 1 \\\\\\\\\\\\\ \CONCRETE PAD ' l \ / / _ 401' _ ' / ' / 2'� DEC I I - - , ' _ Q / Sc?� A g \ II 1 1 1 I 1 �NUH \\\\\ - ' 10" DEC l - t; a� / I I / � 1 TMR 130�25P111 1 II �/ /' _ 402 - - - ' y 9"DEC \ "WELL L(5 1 \\\\\\\\\\\\ $Q / ( - - / q' �g5 k� III / / DB!13665, PG. 245(pLAt) 1 W 1 •�\\\\\\\\\\\ (1 'x 12J REMOVE LIGHT _ _ _ \�""% / MAILBOX\ 04 _ - 403' ' - _ - a �r\\\\\\\\\\� _ - - - 1 \\\� _ - -.407 - i ,406 - SQJNL£T lh4T4GR4TE I I / I I 1 I _ - _ - - TOP=408-6i4- '(I \ I / dt 1 � _ REMOVE EXSTING - - _ _ ' INV. 1N=403.99' 12"STEEL 1 I I 1 \\\\\\ \ � � - - - - _ _ / � �'O \ ASPHALT = I '- I I Cie 1 \\�\\\\\\ n _ - 407 _ / / / - NV. 1N=400.75'4"PVC 11 �' - - - \ 2"DEC I WATERLINE / 405 / / _ _ _ _ _ _ _ INV. OUT=400.65' 15"RCP I I c�NAR \\ ` \\ I 11 I 1 I I I \\\\\\\ \ M I /-------- 407_ 8"1DECi / - 408- - - - - _ - - - - - - (FRO BLO)� / \ \ I 1 1 I I I I \ RELOCATE EXISTING ' G \\\. J I 1 ( I 8-DEC ` I 2" I -' �- - - 1 \,\\ \ SHEDS ON SITE PER / CO C. I ^ - - - - - _ _ - - 409- - 9=X9`NYOPLAST (2)'KCNFR I I DOG OD '� I I h0O'p� 5 / I \\ \ \ \ / ' GRATE, BOLTED SHUT- - - \ ` \ \ i I � _ \ - - I / $ I ° 14/ IVV I Z OWNER DIRECTION. F>' D � 3' DOOR I `�.,u' ----___, _ _ - I $ 5�' I Q G b0 \\\ \ I I I FFE=405.97' TOP=409.01' \ I / - - _ _ \ / \ \ 403 - 1 13 OLD WELL WHICH HAS BEENtis \\ \ CO/�C. I PREVIOUSLY CLOSED IN DECEMBER I \ 42"DEC o - - - _ I / f�AD 2008 PER VIRGINIA DEPARTMENT OF (2) 3'DBL. DOORS - _e i LSA \ 8"HOLLY I I I I I HEALTH STANDARDS. 1' BRICK -- \ I I FFE=410.03' ` I I I ce REMOVE SIGN WALL / \ y HANDRAILS- ' - _� l I I _ 1 I/ I I I Y\ ROSE\ ` CONTRACTOR 110 REMOVE AND I / I REMOVE 1 \ a / CONC. BUSHES DISPOSE OF M BILE CLASSROOMS AND WOOD POST / REMOVE WOOD " W/ROCK E I I 3'DOOR \ ALLASSOCIAT FOUNDATIONS, r / WOODEN RAMP _ _ - - / p POSTS �TYP) I ARMOR 1 ` UTILITIES, DECKS AND RAMPS, FLOWER/ I /I I I 1 I ; GP #21850 \\+I \ 1 CETAL CANOPY HEAT PUMP p \ I I I I U rn BEDS, ETC. DUPING THE SUMMER OF l \ \\\ \\ \ WOODEN RAMP / �) roP DocK REMOVE / ELEV=409.97' ` 4oa _ (2) 3' DBL. DOORS I 202125P. REMOVE POWER, SEWER AND \\ \\\ MOBILE CLASSROOM 19 REMOVE _ -' - FFE=405.97' TMP 130-ES MANHOLE, OR CONNECTIO AND T-4' / COUNTY OFABLEMARLE BOARD YDOOR WATER BACKITO NEAREST FIEED, \\\� MOBILE CLASSROOM DB. 523, PG. 620 Z o MANDISONNECTIAND PLUG I CAPAS I / •\\\ (38'x 23) T 3, (2) 3' DBL. DOORS U / \\\�\\\ (38' x 23 ) ' FFE=410.05' I a / LLI REMOVE! O NECESSARY! ONCE CLAS ROOMS ARE PROPERTYADDRESS.' 7868 SCOTTSVILLE ROAD U 1S / REMOVED CONTRACTOR (SHALL SHED WOOD POST,,, I TRANSFER R REMOVE CL FOUNDATIOINS (16'X 12J W/CHAIN 7R4NSFER UNIT REMOVE // ONCONC.PAD I (2)YDBL.DOORS COMPLET LYANDGRADE GRADEAREA FFE=410.01' TO HAVE VEN CONSISTENT A E z \\ _ / \\\\\\\\\ 406 1 LEVEL BRICK P l -- � _ REMOVE CHILLER � / _ 0 CONTRACTOR TO REMOVE REMOVE L I f (2) X BL. DOORS SCHOOL FACILITY I X DOOR TOPSOIL REA AND STABILIZE. / _ _ 1 FFE=411.73' G� 1 UNDER AND PRESERVE CONCRETE PAD. AND DISPOSE OF MOBILE / r �- \\ RELOCATE EXISTING GROUND OIL Q EXISTING TANK TO REMAIN TANK Y DOOR ® REMOVE CLASSROOMS AND ALL -/ - � SHEDS ON SITE PER I � _ _ _ I REMOVE \\ I AS CIATED FOUNDATIONS, 3' DOOR LANDSCAPE o MOBILE 1 W/HANDR9IL Q \\\\\�\ OWNER DIRECTION_ / GENERATOR TO BE REM�V� � '� I UTILITIES, DEC�SANp SALVAGED AND -GATE 3 ' FFE=410.05' 3' DOOR \ / I TIMBER WALL Q CLASSROOM 1 4� Z \ \\\\\ RAMPS, FLOWER BEDS, ETC. - _ , _ _CONTRACTOR TO REMOVE THE EXISTING RETURNED TO OWNER A L-8 \ _ - _ _ _ - _ EXEC. CAB/NET 3' DOOR 3' DOOR � IT-1' I I / a I I _ W ��� . I E DURING THE SUMMER OF UNDERGRGMP6�TORAGE TANK AND PIPING IN I E \\ 2029.-R€MOVE POWER, ACCORDANCE WITH; TIT-LEOF ,' GENERATOR r / REMOVE (44'x23) a 1 \\ - - - (3.4'x76' I REMOVAL OF MOBILE SEWER AND WATER BACK VIRGINIA ADMINISTRATIVE CO, AGENCY25 ) X DOOR X DOOR \� - -407 - - \ X DOOR CLASSROOMS AND 3' DOOR / \. TO NEAREST FEED, (DEPARTMENT OF ENVIRONMENTAL QUALITY), _ X 1 / FFE=409.99' FFE=411.66' - - _ MANHOLE, OR CONNECTION ' REMOV ¢o I EXT. CONC. ASSOCIATED SITE WORK SHALL _ CHAPTER 580 (UN{3E-RCzROUND STORAGE TANKS), CHAIN -LINK � 1 / 1 SAW CUT WALL VERTICALLY. BEAM I COMMENCE SUMMER OF 2021. AND DISCONNECT AND -PLUGSECTION 320 (PERMANENT CLOS-URE PiND CHANGES -IN FENCE7Hf-) - ' - - - / / REMOVE SECTION TO THE J Z OR CAP AS NECESSARY. SERVICE) AND ALL OTHER STATE AWDTEDERAL- _ _ _ mil` REMOVE g I WEST AND PRESERVE X\ CONTRACTOR SHALL REQUIREMENTS. COWRACTOR TO PROVIDE A COPY ,' SEWER PUMP' _ _ -408 1 SECTION TO THE EAST. TOP=40 .16' 1 X DOOR REMOV,E-AEL-FOUNDATIONS , PERMITS TO OWNER BIPORF,BEGINNING WORK. �' TOP=40740'/' EXT CONC. LANDSCAPE INV. 1N=403.78'8"PVC(FROM LD) 1 / FFE=409.66' / BEAM TIMBER FRAME COMPLETELY. (TANK IS A 10,000 GALLON UST INSTALLED jD/1/1992. ' INV.= 404.46' \ LANDSCAPE INV. 1N=404.44'4"PVC (TRAIL X� - l / \ (0.5'W) TIMBER I REMOVE j - _ - / ' MALMfACTURER, XERXES. TANK GAUGE- - - - - _ - ` ` FRAME INV. OUT=40 62' MOBILE l -409- �X� TLS-2FfLS-350) \ �iEMOVE IN REMOVE FENCE FRAM) / e / GOORDINATION \ 15"DEC X DOOR = / i O CLASSROOM WITH NEW PUMP / ` eEAM EXT CONC. FFE=409.93' \ T 2' l I 0 a� D l / REMOI�- �X- 8pop - INSTALLATION. - _ _ �� 6"SAN _ ® Exr.CONC. / Q (38'x23J Q = L� / R•EMOVE CHAINLINK FENCE � � �\` 1 G ® - 409" \ _ 6 �N = 409- - \ \ BEAM APP OXIMATELOCATIONOF ' ' � �- D / CHAIN -LINK ` _ TO THIS CORNER OF BALLFIELD FENCE(HT=6) - - - - \ \ - - - - _ _ _ / \ \ ' - s"SAN EXIS NG MANHOLE 9 14"CNFRI q I Q -'----\ REMOVE X BEMQVEWOOD _ _ _ _ \_ -----_ \ --- / s /ag / /411 - - - - - - \ CHAIN -LINK \ BENCH UGa / G sy (2) 3' DBL. / / / COORDIN E REMOVAL OF POLE F�IVC£ (JJT=B'L _ \ \ _ - _ _ _ ` _ _ y _ _ _ - - / ti ELEC. CAB��JET/ LANDSCAPE 9 I Q 0 POSSIBLE � DOORS d AI�1D POWER LIN�ZM/ITH,UTILITY Q U I / 'IMBER WALL � / \REMOVE \ \ MHS -�, _ ` UTILITY TRENCH \ , ` / / /OWNERA F NO NGER/IN USE z Z 0 GRAIN -LINK \ �_ - T6P=409.09' \ _ j SCAR / / 0.p1 /' AFTER/PR IF POLE HAS / W FENC9(HT=12)/ \ ROM PUMP) ,8 rD1 ■ 1 X DOOR / / 1 / LIGHT ON)S'r KEEP POWER SOLE / I Q / 3' DOOR / / J I BLD) UGP 4P�� P ANDJL1IGHT / ■ 1 J / / l U 405.79' - - / / / / O1�~ ■ 1 BALL FIELD/OREMOVE O LIJ CQJJJ ELECTRIC EQUIP MOUNTED TO WOOD CC I REMOVE WOOD BENCH REMOVE POSTS REMOVE 5STEPS 411• I W/HNRAIO CJ3 /PITCHERS N REMOVE SWINGSEP' CDC) DECK LflMOUND REMOVE CHAIN -LINK / ` Lij FENCE (HREMOVECANOPYANDP 0 CY ) ti ALL FOUNDATIONS. / l /UGP , ' /MHS / 1 / / / DATE DESCRIPTION / I / MOBILE \ J / TOP=408.0� / h' / / l CLASSROOM \ i / INV IN=4D3.97'6"PVC (0) p0 / / / 02/25/20 REVISIONS MOBILE CLASSROOMS WILL BE REMOVED / �,o INV. 1N=403.23' 8" PVC/(NE) / / I OWNER DURING SUMMER OF 2021. � ` ® Q / \ CANOPY \ INV. OJT=402.76'(Td TANK) 04/06/20 REVISIONS CONTRACTOR SHALL SALVAGE OUTDOOR DECK, \ \ / / $ / aq2 STAIRS, RAMPS, HANDRAILS, AND RETURN TO // TOP=407.69' OWNER. CONTRACTOR SHALL REMOVE POWER, ` �\ I / S I14V. CENTER=J9729' LEGEND: REMOVE p B - ' SEWER AND WATER BACK TO NEAREST FEED, I / B MANHOLE, OR CONNECTION AND DISCONNECT / I / \ y/ / /MHS AND PLUG OR CAP AS NECESSARY. ONCE / ` // / 0000 / TOP=407(' / / / 0 _ _ _ _ _ CLASSROOMS ARE REMOVED CONTRACTOR 3/ 610. / REMOVE HARDSCAPE - SHALL REMOVE ALL FOUNDATIONS a COL14/ %N (TYP) I / / INV. CANTER=39� �' &GRAVEL z 0.g / / ® a COMPLETELY AND INSTALL PROPOSED PLAY CLEAR AND GRUB \\, 6" DEC AREA AND SIDEWALKS. I / / , / WOODED AREA ' ' SANIT,4 Y GRINDER PUMP / / / / / SCALE 1 "=20' ASPHALT I ' / / / PLASTIC TOp`409.08' / / / / (X 1 REMOVE TREE 8"DEC , / /COCKED SHUT] 0 20' 40' COURT I / RETAINER / / ----� / / / / / SAW CUT CURB SIDEWALK ■ OR ASPHALT (SIDEWALKS 1I9I20 AND CURB TO BE CUT AT NEAREST JOINT) ®GRIMM AND PARKER ARCHITECTURE, INC. !l 181 171 16 151 14 131 12 111 101 81 7 6 5 4 3 21 1 181 171 16 151 14 131 12 111 101 8 7 61 5 41 3 21 1 L H G F L J C 1 GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRI AND OUTSIDE OF 1 SET ROOTBALL FLUSH TO I 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALLI ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE ON PLAN - SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI V Ill1VIL 1 Lf� MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 3 X ROOTBALL DIAMETER EVERGREEN TREE PLANTING =W ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6"SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP t/3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ACE GLO 4 ACER RUBRUM 'OCTOBER GLORY' TM OCTOBER GLORY MAPLE 3.5" CAL. B&B BET NIG 10 BETULA NIGRA RIVER BIRCH MULTI -TRUNK T-8' HT. B&B QUE PHE 8 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B EVERGREEN TREES QTY jBOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT JUN EAS 18 1 JUNIPERUS VIRGINIANA EASTERN RED CEDAR T-8' HT. JB&B SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT BUX GRIN! 29 BUXUS X'GREEN VELVET' GREEN VELVET BOXWOOD 24" HT./SPRD. CONTAINER ILE INK 24 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 24" HT./SPRD. CONTAINER ILE WIN 24 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER JAS NUD 8 JASMINUM NUDIFLORUM WINTER JASMINE 24" HT./SPRD. CONTAINER GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR SED 42 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. CONTAINER 18" ox. HYP CAL 87 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER 18" ox. PERENNIALS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING ECH PUR 73 ECHINACEA PURPUREA PURPLE CONEFLOWER 1 GAL. CONTAINER 18" o.C. SED ALIT 41 SEDUM X 'AUTUMN JOY' AUTUMN JOY SEDUM 1 GAL. CONTAINER 18" ox. LANDSCAPING ALONG THE FRONTAGE OF EC ROADS * per the Entrance Corridor requirements of the Albemarle ARB Design Guidelines STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED SCOTTSVILLE RD. 200 LF 1 LG TREE PER 35 LF 200/35 = 5.7 6 LG TREES 1 PROPOSED LG TREE 6 EXISTING LG TREES LANDSCAPING ALONG INTERIOR ROADS * per the Entrance Corridor requirements of the Albemarle ARB Design Guidelines STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED INTERIOR RD. 120 LF 1 LG TREE PER 40 LF (120.2)/40 = 6 6 LG TREES 8 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 2,548 SF 2,548 x .05 = 127.4 SF 128 SF 478 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE TREE PER 10 PARKING 15 PARKING SPACES 15/10 = 1.5 2 LG. OR MED. SHADE TREES 3 LARGE SHADE TREES SPACES TREE COVER CALCULATIONS " per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 14.7 AC (GROSS SITE 14.7 AC x .1 = 1.47 AC = 187,284 SF (EXISTING) + AREA) 10% COVER 64,033.22 SF 64,033 SF 7,248 SF (PROPOSED) _ 194,532 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. NOTE: THE LANDSCAPE PLAN SATISFIES THE MINIMUM LANDSCAPING REQUIREMENTS OF ZONING ORDINANCE SECTION 32. County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp IH-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 50 Trees to be saved; ® Limits of cleating (outside dripline of trees to be saved); ® Location and type of protective fencing; N/A ❑ Grade changes requiring tree wells or walls; N/A [3 Proposed trenching or tunneling beyond the Ihmft tff cleating, 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No, di all hall begin uid] the't* marking has been inspected and apt by a Comity Inspector. 3. Pre -Construction Conference: ® Tree preservation andpmtectiop, measures shall be reviewed wi h t¢e twhtraptor en site. 4. Eon ment chop and Stor -eY- m Heavy egaiptnent, vehicular traffic and storage of contraction mat�lvincludinig soil shall not be cr=t tie w th4 ' i>ie dnpTmesofIrces to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted (within 100 feet of this dripline of trees to be saved. 7. Toxic Materials. a Toxic materials shall not W weft 100 W of to ftlir� of tress to be saved. 8. Protective Feneint:. 0 ® Trees to be retained within=40 � of al posr , building orgra�ing activity shall be p�ot&,•ted by fencing. ® Fencing shall be in placte and 9441 be jgspeetr�dLend approvedby tCounty Inspector prior to grading or construction. 9. wells. N/A U%%cri the ground level must be raised within the dripline of a tree to be ssaved, a lleb wdU gha0 be provided and a constluctio i detail submitted for approval. 10l Tree Walls: NIA ❑ When the ground level gust be lowered within the dripline a tree to'be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchine and Tunneline: ® When trenching is required within the lim$s of cleadngy it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered m an alternative Mftn it is anticipated that necessary trenching will destroy feeder roots. 112Clearmix ® Protectivefencing shall be the last items removed dhuy_tg the ffinul cleaanup. 13..DamamdarliII ® Datnage�Vees shall be treated immediately by pruning, fertilization or othaLeth* recomm—elkiled by a Tea speoWistL , NOTE: IT IS THE DEVELOPER'S RESPONSIBILATY T6CONFER WITHTHE CGNTP-*CTOR OMME CONSERVA'TIM ITS. llm�&w AI Mki ATiL AZ4 W 1;7-1 cps 11. 145-iq - i/O PMC- -=NA - �iC1 Ej- c 5/1/06 Page 1 of 1 ;W.H III Wo. 14 04/06/20 f L J O 8 rn N Nco Y L CL cM 69 �LyN to E 0 O M H ru p W L.L m to N C L ,CVUH ILLU CL aG 'W V GP #21850 U W 0 I� z 0 Q 0 z LLJ VJ � J_ z Q Q z o� W Q 0 a7 N D U) ci3 W Z W W LJJ 0 L.L W -1 J U v' I vJ t� C 0 Z O CJ) Q U Ot> 00 DATE DESCRIPTION )2/25/20 REVISIONS )4/06/20 REVISIONS L2.0 1/9/20 0 17 16 15 14 13 12 f0 SCALE 10 n 7 me 5 2 0 e GRIMM AND PARKER ARCHFECTURE, INC. I !l 5 4 3 2 1 1Al L H G F L J C 0 181 171 16 151 14 131 12 111 101 91 81 7 PLANT SCHEDULE TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ACE GLO 2 ACER RUBRUM 'OCTOBER GLORY' TM OCTOBER GLORY MAPLE 3.5" CAL. B&B GIN ALIT 3 GINKGO BILOBA'AUTUMN GOLD' TM MAIDENHAIR TREE 3.5" CAL. B&B FLOWERING TREES CITY BOTANICAL NAME COMMON NAME I MIN. INSTALLED SIZE ROOT AME ARB 14 1 AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' DOWNY SERVICEBERRY 2.5" CAL. B&B PLANT SCHEDULE i n BOARDWALK FRAMING PLAN STEPPING LOGS 1" = 1'-0" >00 n 4 a Q _III_ BOARDWALK SECTION 1 1/2" = 1'-0" I I i1 111 I l ; I IIIIII,1111 COMPACTED SUBGRADE - 95% S.P.D. MULCH UNDERDRAIN 4x4 RAIL - NOTCH FOR DRAINAGE 2 x 8 JOIST - ATTACH WITH HANGERS 2 x 6 DECKING 2 x 8 BEAM 4 x 4 POST 4" MIN. VDOT #57 STONE BELOW BOARDWALK ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES CONCRETE FOOTING - 3000 PSI @ 28 DAYS 12" MIN. DEPTH PLAYGROUND MULCH ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES CONCRETE SIDEWALK - REF. CIVIL DWGS. `IIIWE W 8"1 CONT. VDOT #57 STONE WRAPPED IN ROT RESISTANT FILTER FABRIC 4" PERF. PIPE - HOLES DOWN -CONNECT TO DRAINAGE SYSTEM 1/2" = 1'-0" 1 1/2" = 1'-0" 181 17 16 15 14 131 12 \ / ill iol 9 SUBGRADE-- COUNTERSINK REBAR - AND CONCEAL W/WOOD FILLER 16" MAX HEIGHT - STACK - LOGS AS NEEDED TO ACCOMMODATE GROUND SLOPE MULCH BALANCE LOGS 1 1/2" = 1'-0» U) w it 2 12" MIN. DEPTH PLAYGROUND MULCH ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES - COMPACTED SUBGRADE - 95% S.P.D. BOARDWALK SECTION 1 1/2" = 1'-0" 12" MIN. DEPTH PLAYGROUND MULCH ROT -RESISTANT — LANDSCAPE FABRIC - TURN UP AT EDGES � si n ED PING JGS 12" MIN. DEPTH PLAYGROUND SURFACE MULCH ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES COMPACTED SUBGRADE-95% S.P.D. 24" LONG #4 REBAR - MIN. (3) PER 8' LOG SECTION 8-12" DIA. RECLAIMED LOGS FROM SITE J NOTCH LOWER LOGS TO RECEIVE CROSS MEMBER SHIM AND LEVEL AS NEEDED TO STABILIZE I IIIII I I I IIIIII COMPACTED SUBGRADE-95% S.P.D. ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES 4x4 RAIL - NOTCH FOR DRAINAGE 1 x 10 RIM BOARD BLOCKING AS NEEDED 2 x 8 JOIST - ATTACH WITH HANGERS 2 x 6 DECKING 2 x 8 BEAM 4 x 4 POST - BEYOND 4" MIN. VDOT #57 STONE BELOW BOARDWALK ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES 2" COMPACTED STONE DUST PATH W/ STABILIZER 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE-95% S.P.D. III I I I, �, I I I I I I I I III ROT -RESISTANT - IIIIII a LANDSCAPE FABRIC - TURN UP AT EDGES - II II STONE DUST TO MULCH DETAIL 1 1/2" = 1'-0" 2" COMPACTED STONE DUST PATH W/ STABILIZER 4" COMPACTED VDOT #21A STONE BASE COMPACT D SUBGRAD- 95% S.P D. W. III W& 14 04/06/20 f 6" FLUSH CONC. CURB - 3,500 PSI @ 28 DAYS 12" MIN. DEPTH PLAYGROUND SURFACE MULCH G Ok tLTED SUBGRADE-95% S.P.D. P-ED-SCO-09 6" FLUSH CONC. CURB - 3,500 PSI @ 28 DAYS SOD - SEED SPECIES IL I .i I I I II 4 cu p co m III III III w" M 'O CID III III III III II NNU� lil llll III III �I' ROT -RESISTANT II (- LANDSCAPE FABRIC - Lu TURN UP AT EDGES COMPACTED �C SUBGRADE - MAX. 80% S.P.D. IL ♦1 STONE DUST TO SOD DETAIL p 1 1/2" = 1'-0» 6" FLUSH CONC. CURB - 3,500 PSI @ 28 DAYS SOD - SEED SPECIES MIX TBD 8" MIN. DEPTH GROWING MEDIUM - BLEND OF 80% SAND AND 20% SAND LOAM S BGRADE P-ED-SCO-06 Z G' a V GP #21850 Il�ilp9il��h9PN11 F InI � w 12" MIN. DEPTH 0 PLAYGROUND MULCH CD � ROT -RESISTANT LANDSCAPE z Q 0 FABRIC - N UP AT EDGES II II III COMPACTED o II III III III III 95% S.P.D. LLJ E -III III III III III 1�I -III III II II III1111111 Q COMPACTED SUBGRADE - MAX. z 80% S.P.D. 4" MIN. VDOT #x 7 STONE WRAPPED Q IN ROT RESIST NT FILTER FABRIC 4" PERF. PIPE - HOLES DOWN - CONNECT TO DRAINAGE SYSTEM Q 1 SOD TO MULCH DETAIL p rn 1 1/2" = 1'-0" IIIIIIIIIIIIIIIIII—III —IIIIIIIIIIII—III- -I I II I II I II I II I II I II 11- � I IIII1 I I„II I II I II I II I II I I, (III IIIIIIIII111IIIII (III- COMPACTED o SUBGRADE - 95% S.P.D. 4 BOULDER WALL DETAIL 8 7 61 5 4 P-ED-SCO-10 = V U3 Q Q 0 � Q z p W Q- 2" COMPACTED 1 L 1 J STONE DUST PATH I J W/ STABILIZER COMPACTED VDOT '� vJ L1J C� F4" #21A STONE BASE J f— C l/ COMPACTED < � SUBGRADE-95% CJ) ~ S.P.D. W CDC) o� � mmoNom Q U3 ti DATE DESCRIPTION 02/25/20 REVISIONS -11IIII—III I IIIIIIII 04/06/20 REVISIONS (III (III IIIIII B ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES 1" SAND SETTING BED 4" VDOT #21A STONE BASE P-ED-SCO-11 3 2 L4.0 1/9/20 ® GRIMM AND PARKER ARCHITECTURE, INC. A 1 0 GRIMM AND PARKER ARCHITECTURE, INC. L K H C F E C 17 &11 15 14 ELECTRICAL SITE PLAN 1" = 20'-0" 13 12 7 LIGHTING FIXTURE SCHEDULE TYPE VOLTAGE MANUFACTURER MODEL DESCRIPTION SL1 277V LITHONIA OR KAD LED 60C 700 POLE MOUNTED LED LUMINAIRE COMPLETE WITH SINGLE -PIECE DIE-CAST, ACCEPTABLE EQUAL 40K R3 MVOLT ALUMINUM HOUSING, TEMPERED GLASS LENS FULLY GASKETED, THERMOSET BY HUBBELL OR US SPD04 BLACK POWDER COAT FINISH, PRECISION ACRYLIC REFRACTIVE LENSES, 7785 ARCHITECTURAL LUMEN OUTPUT, 4000K COLOR TEMPERATURE, 60 LEDS, LED LUMEN MAINTENANCE FACTOR (LLF) = 1.0, ZERO TILT, AND TYPE III DISTRIBUTION. LITHONIA OR SSS 16 4C DM19AS DBL POLE SHALL BE 16-0" TALL AND SHALL BE CONSTRUCTED OF CARBON STEEL ACCEPTABLE EQUAL TUBING WITH 0.1196" UNIFORM WALL THICKNESS, 4" SQUARE, BLACK FINISH, BY HUBBELL OR US CARBON STEEL PLATE ANCHOR BASE, BASE COVER, HANDHOLE, AND TOP PLATE. ARCHITECTURAL SL2 277V LITHONIA OR KAD LED 60C 700 TWO (2) POLE MOUNTED LED LUMINAIRE COMPLETE WITH SINGLE -PIECE DIE-CAST, ACCEPTABLE EQUAL 40K R3 MVOLT ALUMINUM HOUSING, TEMPERED GLASS LENS FULLY GASKETED, THERMOSET BY HUBBELL OR US SPD04 BLACK POWDER COAT FINISH, PRECISION ACRYLIC REFRACTIVE LENSES, 7785 ARCHITECTURAL LUMEN OUTPUT, 4000K COLOR TEMPERATURE, 60 LEDS, LED LUMEN MAINTENANCE FACTOR (LLF) = 1.0, ZERO TILT, AND TYPE III DISTRIBUTION. LITHONIA OR SSS 16 4C DM19AS DBL POLE SHALL BE 16-0" TALL AND SHALL BE CONSTRUCTED OF CARBON STEEL ACCEPTABLE EQUAL TUBING WITH 0.1196" UNIFORM WALL THICKNESS, 4" SQUARE, BLACK FINISH, BY HUBBELL OR US CARBON STEEL PLATE ANCHOR BASE, BASE COVER, HANDHOLE, AND TOP PLATE. ARCHITECTURAL BM1 277V DOCECITY OR WMK50 50W 277V WM WALL MOUNTED LED FIXTURE COMPLETE WITH HIGH LUMEN EFFICACY, ACCEPTABLE EQUAL CORROSION RESISTANT COATING FINISH, HIGH -DENSE ALUMINUM ALLOY HOUSING, BY LITHONIA OR HIGH TRANSPARENCY, 5500 LUMEN OUTPUT, 4000K COLOR TEMPERATURE, ZERO HUBBELL TILT, LED LUMEN MAINTENANCE FACTOR (LLF) = 1.0, AND WEATHER RESISTANT LENS. FIXTURE TO BE MOUNTED AT 8'-0" ABOVE GRADE. uu 5 KISTING POWER OMPANY POLE f�r'f+rl!\AI A 3/4" x 10'-0" COPPERWELD GROUND ROD AT EACH BASE 31 2 SHEET NOTES: O UNDERGROUND SECONDARY ELECTRICAL SERVICE. O UNDERGROUND ELECTRICAL GENERATOR FEEDER TO TRANSFER SWITCH. O APPROXIMATE LOCATION OF ELECTRIC ROOM. ® APPROXIMATE LOCATION OF LIFE SAFETY ROOM. O5 EFFLUENT PUMPS SHALL BE CONNECTED TO CIRCUIT BREAKERS XLOS-5 AND ELOS-6. © EFFLUENT PUMPS SHALL BE CONNECTED TO CIRCUIT BREAKERS XLOS-7 AND ELOS-8. DNDUIT CHOR BOLTS PER NUFACTURER'S iTRUCTIONS #6 AWG OF WIR_ CONNECTED TO LIGHTING STANDARD BOLT PROJECTION AS REQUIRED BY LIGHTING STANDARD MANUFACTURER FINISHED GRADE CADWELD SCHEDULE40 PVC CONDUIT CONCRETE CLASS A-3 � #4 BARS AT 6" ON CENTER AND EACH WAY (TYPICAL) TIED TOGETHER — NOTES cz,m DNDUIT TOP VIEW VCHOR BOLTS PER ANUFACTURER'S ISTRUCTIONS UMLVANIZED ANCHOR BOLTS (ATTACH TO REBAR) � 2" CHAMFER FINISHED GRADE 'v N J w w m p 0 » �y >0 �m zo zir �z �F oZ o� io- 3" O 0 O w 1. POLE FOUNDATIONS TO BE SET -BACK FROM PAVEMENT OR CURB AT LEAST 4'-0". 2. REFER TO NEC 410.15 FOR BONDING, GROUNDING AND OTHER CODES REGARDING LIGHTING POLE INSTALLATIONS. 3. SEE SPECIFICATIONS FOR MORE INFORMATION ON POLE MOUNTED LUMINAIRE AND BASE. 4. CYLINDER TYPE CONCRETE BASE ABOVE AND BELOW GRADE. LIGHTING STANDARD FOUNDATION (SL-1 & SL-2) SCHEMATIC LEGEND ----UE--- ---UEG--- ---UEP--- ---UES--- UNDERGROUND ELECTRICAL UNDERGROUND ELECTRICAL GENERATOR UNDERGROUND ELECTRICAL PRIMARY UNDERGROUND ELECTRICAL SECONDARY ASCENT ENGINEERING GROUP 5228 VALLEYPOINTE PKWY, SUITE 4 ROANOKE, VIRGINIA 24019 (540) 265-4444 D: JBB 19090 C: BCL M �yT H OF t O NJAil S� � y Lic No.040708 A 1p O/. /5. t ONAL N CDU p ll N L Q M Y Lo (n >M 6 m N E N o v E O O co Ii L V M -d co L �c�UI_ 1-1,40 Lu oe GP #21850 L 1 H F U w O z O Q O z E a z Q z O 0 0 Q CD� N D cn z � � Q Q � z O LLJ w � w w C � I w Q _ U � O G U cn w p o0 J CC:> oro w cU/� DATE DESCRIPTION owl 17 16 15 14 13 12 u'I 7 IN 5 E 0 GRAPHIC SCALE SCALE: 1" = 20'-0" ��MMMM?MMMEE� 20' 10, 0 20' 40' 2 E501 1 /13/20 BID SET 0 GRIMM AND PARKER ARCHITECTURE, INC. A 0 GRIMM AND PARKER ARCHITECTURE, INC. 171 16I 15I 14 13I 12 11I 10 9 8 7I 6I 5 /0-0 0-0 0-0 '0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-1 0-1 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 0-0 2 K, 21 1 L K k H C F E Ic C 0 u • STATISTICS DESCRIPTION SYMBOL I AVG MAX I MIN CALC ZONE + 1 2.9 fc 33.6 fcl 0.1 fc BOUNDARY WITH A LAMP THAT EMITS 3,000 OR MORE F LUMINAIRE AND SHALL BE ARRANGED Y FROM ADJOINING RESIDENTIAL f ROADS. THE SPILLOVER OF LIGHTING )SAND PROPERTY IN RESIDENTIAL OR LL NOT EXCEED ONE-HALF FOOTCANDLE. NOT FEASIBLE TO INDICATE THE ENTIRE DROPERTY LINE FOOTCANDLE PROPERTY LINE OR WITHIN THE VALUES INDICATED ARE LESS THAN OR 00 v 0-0 0 0 0-0 0 0 0-0 ELECTRICAL SITE PLAN - PHOTOMETRICS a-o A15 1"=20 0° 0-0 p p o.o o-o o.a .0-0 0-0 0-0 0-0 0.0 0-0 0.0 -0-0 0.0 0-0 0.0 0-0 o.a 0-0 0 0 00 0 0 0 0 .0-0 0 0 *0.0 0-0 0.0 0-0 0-0 0.0 0-0 0.0 .0-0 0-0 0-0 0-0 0.0 0-0 0.0 0-0 ,.o o .0.0 0 0 0 0 -o-o 'o-o o.o 0.0 o-o a.a a -a 0.0 0-0 0-0 0.0 o-o o.o 17 16 15 14 13 12 11 10 9 8 7 6 5 4 0-0 0.0 a -a 0-0 0.0 0-0 0-0 0-0 0-0 0.0 0-0 0-0 0.0 0-0 0.0 0.0 0-0 0.0 0.0 '0.0 0.0 0.0 0-0 o-o A� o, 0.0 0.0 0.0 0-0 0-0 0-0 0-0 0-0 ASCENT ENGINEERING GROUP 5228 VALLEYPOINTE PKV4Y, SUITE 4 ROANOKE, VIRGINIA 24019 (540) 265-4444 D: JBB 19090 C: BCL M L 9 yT H p)US JAMINC. LILic No.0407 N CDU p 0) N L Y Q M (n > M C Qj m - M 6 co >m o °��' v E E H coW Ii O L V M -d co L Nc�UH Lu Z Q G GP #21850 � F U w O z O Q O z � E 0 z � Q U z w 0 :E 0 O Q F_ � O U oz o _ � D U N cn Q Z � � J Q Q � z O w w r-t- � w w C w Q U � � o G w O o0 J C� oro w cU/3 DATE DESCRIPTION owl GRAPHIC SCALE SCALE: 1" = 20'-0" E 5 0 2 29 10, 0 20' 40' 1/13/20 BID SET 0 GRIMM AND PARKER ARCHITECTURE, INC. A 18 0 GRIMM AND PARKER ARCHITECTURE, INC. 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 M Specifications E PA: 1.2 ft2 (0.11 msJ Length: 17-1/2" (44.5 cm) Width: 17-1/2" '44.5 cm) Height: 7-1/8" -n1 Weight 361bs. (max): L ® A+ Capable options indicated �....r bythiscolor background. K �rrr:_�C��� KAD LED ® I r KAD LED 2W 20 LEDs 530 530 mA1 30K 3000 30C 130 LEDs 700 700 mA 40K 4000 40C 40 LEDs 1000 1000 mA 50K 5000 60C 60 LEDs 7 H C F E L�J C KAD LED rNum16s' LED Area Luminaire rNetes �• TYPe N oar• 4M+ Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color T appearance and system -level interoperability. • All configurations of this luminaire meet the Acuity H Brands' specification for chromatic consistency • This luminaire is A+ Certified when ordered with DTL® controls marked by a shaded background. L DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperabilityl • This luminaire is part of an A+ Certified solution for ROAM02 or XPointTM Wireless control networks, providing out -of -the -box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background' To learn more about A+, visit www.acuitybrands.com/aplus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roam: Link to DTL DLL EXAMPLE: KAD LED 40C 1000 40K R5 MVOLT SPD04 DDBXD K R2 Type 11 MVOLT2 277, Shipped included Shipped separately K R3 Type 1201 3471'2 SPUMBAK_ Square pole universal mounting adapter 04 4" arm DAD12P Degree arm K R4 Type IV 20823 4801,: RPUMBAK_ Round pole universal mounting adapter 06 6"arm (pole) R5 Typi 24043 SPD_ Square pole 09 9"arm ' DADI2WB Degree arm (wall) RPD_ Round pole 12 12'' arm III astarm Wall bracket KMA Mextternalernal WWD_ Wood poleorwall fitter Shipped installed Shipped separately" DDBXD Darkbronze DDBTXD Textured dark PER5 NEMAtwlsNockfive-wlrereceptacle only PIR117(3V BI-fevel,motlon/amblentsensor, PNMTDD3 Part nt,dlmill[ W6 Wireguard DBLXD Black bronze (no controls) 17" 8-15'mountingheigc2,9.1011.12h4ambient dawn m DNAXD Natural DBLBXD Textured black PERT Seven -wire receptacle only (no controls) ' „a semorenable at1 PNMT5D3 Partm t,dim aluminum DNATXD Textured natural SF Single fusep2Q277,347V1a PIRH1F(3V BNevel,motlon/ambientsenmr Shrsz'15 DWHXD White aluminum DF Double Ise (208,24g480V)3 15-30'mountlng height ambient senmrenabiedatlftz9a0,11,12 PNMT6D3 6hrszih4dim DWHGXD Texturewhite PIR BTlevel,motion/ambientsensor&15'mounting BL30 BTlevelswitched dimming, pNMT7D3 Partni ht,dim Part1s height ambient sensorenabledat5k;,aomu g0952A,9,10 PIRH BNevel,motion/amblentsensor, 15-30'mounting BL50 BNevelswitched dimming, HS Housesideshield 16 height. ambient sensor enabled at5ht9•m•"•" 501 '• L/THON/A One Lithonia Way a Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com L/GHT/TUG. 02012-2018Aculty Brands Lighting, Inc. All rights reserved. WMK WMK SERIES LED WALL PACK Stock configurations are offered for shorter lead tAl]4K: Accessories NOTES Ordered and shipped separately 1 20Cor30CLED arenot avalibleart, 530Drive Cmemand 347V or480V Stock Part Number DLL127F 151U Photocell -SSE twISNock(120-277V)'7 2 Any PlRxwhh BL30, BL50 or PNMTisnotasalable with 209V,24Cpc DLL347F 15 CULL IU Photocell- SSE iwhNok(347V) n 34N,, 480V orMYOLT, It is only available in 12UV or 277V specified KAD LED 30(100040K R3 MVOLT PUMBAK09 DDBXD* KADL 30C 40K Rat DLL480F 1S CULIU PMtocell-SSL lwI5N0(k 480 I> ( 3 MVOLT driver operates on ary linevoltage from 120277V(SO'60 Hal. Single fuse ISE) requires 120,277 or 347 voltage option. Double fuse DSHORT SBKU Shating cap" (DF) requires20e,240 or 480voltage option. KAD LEI)3OC 100040KRS MVOLT PUMBAK09 DDBXD' KADL 30C 40K RS KADLEDH520cU Houseside 91held fa 20LED unit 4 id or 12" am isrequired when two or more luminaires are oriented on a90°dalling pattern. KAD LED 90(100040KR3 MBXD' VOLT PUMBAK09 DD KADL40C40K Rat KADLEDH530CU H0u5e51de shield for 30LED unit 5 Available as a se pa rate corrbinadon accessory: PUMBAK(finish) U. KADLED40C 100040KRSMVOLT PUMBAK09DDBXD• KADL40C40K R5 KADLEDHS 4000 HOuseslde Shield to 40 LED uNt 6 Mounting crust be restricted to x45o from horizontal aim perANSI KADLEDHS 6000 HOuseside shield to 60 LED unit C1 36.10 2010. Not mailable with motion sensor KAD LED BOO 1000 40K R3 MVOLT PUMBAK09 PIRH DDBXD' KADL 30e 40K R3 PIRH KMA DDBXDU Martafm finish) 7 Photocell ordered and shipped as a separate line item from Amity adapter (Specify Brands Controls. Seeaccessoaes. Notavelible with DS option, KADLED30C 100040KRSMVOLT PUMBAK09PIRH DDBXD KADL 30C40K RS PIRH KADWGU who guard accessory Shorting cap induced. PUMBAKDOBXDU a Square and round pole g P 8 If ROAM• node required, it mustbe ordered and shipped as 9 KAD LED 90(100040KR3 MVOLT PUMBAK09 PIRH DDBXD" KADL40C40KRat PIRH Ing bracket adapter (specify finish) separate re Aai Controls. Not mailablewith P ty in Shoring Integral DCR.NoJe vnth integral claiming Shorting cap induced. KAD LED 40( 1000 40K R5 MVOLT PUMBAK04 PIRH DDBXD" KAD L40C40K RS PIRH Formore conbol options visit i 7-and r=-"onYre. 9 PlR and %R1FC3V specify the Ir LPcontrd; PIRH •�. and PIRH1FC3V specify the 60DP control; *PUMBAK Is not standard nomenclature. `Rouodpoke top must be 325"O,D. rrirumum. see ..' I ': fa details. Dimming driver standard- Not available with PER5 or PERT. 10 Maximum ambient temperature with 347V or 480V is 30'C. 11 Reference Motion Sensor table. 12 Reference PER table on page 3 to see functionality. 13 Requires an addnonal switched circuitwith same phase as stein luminaire power. Supply drcuit and control arout are required to be in the same phase, 14 Dimming driverstandard, MVOLT only. Notanselable with 347V, 480Y, PFRS, PER? or PNMT options. 15 Dimming driver standard. MVOLT only. Not available win 31481 PERS, PERT, BL30 or BL50. 16 Also anailable as a separate accessory, we Accessories information. 17 Requires I umnaire to be specified with PER option. Ordered and shipped as a separate line item from Amity Brands. Controls. VT Template#5 Tenon Mounting Slipfitter** Top of Pole HANDHOLE ORIENTATION - D A Handhole B 9/16" Da. 3KCS7 rva• a va' 2-318" T20-190 T20-280 T20-290 5 T20-320, '1 T20-390 T20-490 2-718' T2519D T25-280 T25-290 T25-320 T25-390 T25-490 4" T35-190 T35-280 T35-290 T35-320 13S-390 T35490 "Formardpole mounting(RPDXXJ only tRequires 9'or 12'aim. Dona DM28 DM29 DM39 DM49 I CDW' 2@280' 2Ed90 3@90° 4@90- Side6 SideB&D Side6&C SIdell Sides A, Eli o*: Review In minam, speesheet for specific nomenclature KAD-LED . L/7WJIZA0 A One Lithonia Way • Caryers, Georgia 30012 • Phone: 800.279.8041 • www.hthoniacom KAD-LED Rev. 07/18/18 02012-2018 Amity Brands Lighting, Inc All rights reserved. Rev. 07/18/18 ecrOOLET A DIVISION OF ecoPOWER FEATURES Aluminum LED Board: Highly Conductive, Waterproof, Aging Resistant and Salt Mist Resistant. Long Lifetime Durability Lens is High Light Transmittance PC, Anti -UV and Fire Resistant Suitable for Wet Locations Adjustable Mounting Positions: 0-950 1-10vDC Dimming Standard on 80w and 120w OPTIONS Mounting Options Voltage WMK Series LED Wallpacks are light, thin and the new body shape with highly advanced chip technologies has a much longer life, high luminous flux and faster heat dissipation. Multiple mounting constructions for various mounting requests are available. UL/CUL/DLC/IP65/1-10VDC. Housing ADC12Aluminum heat sink, outdoor Lumen 12w:1,250L 130w:3,150L 150w:5,150L powder coating Output 80w:8,800L 120w:13,200L Finish Bronze standard, optional white IP Rating IP65 Mounting Flush mount CRI >80 Applications Walkways, parking lots, alleyways, Beam Angles 800 x 1200 entrance ways, tunnels and security Certifications Approved to CSA and UL standards, DLC Listed (UL, lighting. or equivalent, marked only when specified) LED Engine Lumileds COL Hs S� RoHS Power Factor >0.93 LISTED Ambient -400 to 400C temperature LeCrODCONTROLS AVAILABLE IN BOW &120W Available Voltages 100-277vAC; 347-480v option I N T E G RATION S 10 WMK WMK SERIES LED WALL PACK DIMENSIONS PHOTOMETRICS tics 1b WI IAt A tl1 Ili. MOUNTING Lumen Output Wnwn values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shorn, within the tolerances allowed by Lighting Facts. Contact factory far performance data on arty configurations not shown here. Well R2 Rat 530mA 35W R4 R5 IID 4,140 1 0 1 its 4,446 1 0 1 127 4,473 1 0 1 128 4,123 1 0 1 Its 4,427 1 0 1 126 4,455 1 0 1 127 4,128 1 0 1 118 4,433 1 0 1 127 4,460 1 0 1 127 4,381 2 0 1 125 4,701 3 0 1 134 4,734 3 0 1 135 20( 700mA gSVy R2 5,271 1 0 1 117 5,660 1 0 1 126 506 1 0 2 127 R3 5,250 1 0 2 117 5,637 1 0 2 125 5,672 1 0 2 126 R4 5,256 1 0 1 117 5,644 1 0 2 125 5b79 1 0 2 126 PIS 5,578 3 0 1 124 5,99(1 3 0 1 133 6,027 3 0 1 134 1(pOmA 73W R 2 7 344 1 0 2 101 7 896 2 0 2 108 7 , 935 2 0 2 109 Rat 7,314 1 0 2 100 7,854 1 0 2 108 7,903 1 0 2 108 R4 7,322 1 0 2 100 7,863 1 0 2 108 7,912 1 0 2 108 R5 7,771 3 0 1 106 81 3 0 1 114 8,397 3 0 1 115 S30 in 53W R2 6,166 1 0 2 116 6,621 1 0 2 125 6,663 1 0 2 126 R3 6,141 1 0 2 116 RSM 1 0 2 124 6,635 1 0 2 125 R4 6,148 1 0 2 116 6,602 1 0 2 125 6,643 1 0 2 125 R5 6,525 3 0 1 123 7,006 3 0 1 1 132 7,050 3 0 1 133 30C 700mA 69w R2 7,817 2 0 2 113 8,395 2 0 1 2 122 8,447 2 0 2 122 R3 7,785 1 0 2 113 8,360 2 0 1 2 121 Ed 12 2 0 2 122 R4 71794 1 0 2 113 9,370 1 0 2 121 8,422 1 0 2 122 R5 8,272 3 0 2 120 8,883 3 0 2 129 81938 3 0 2 130 1000mA IOBW R2 111755 2 0 2. 100 11,549 2 0 2 107 11,621 2 0 2 1 108 Rat 10,711 2 0 2 99 11,502 2 0 2 106 11,574 2 0 2 107 R4 10,724 2 0 2. 99 11,515 2 0 2. 107 11,587 2 0 2 107 R5 11,381 3 0 2 105 12,221 4 0 2 113 IZ297 4 0 2 114 530mA 71W R2 8,156 2 0 2 115 8,753 2 0 2 123 U12 2 0 2 124 RD 8,122 2 0 2 114 8,722 2 0 2 123 8,776 2 0 2 124 R4 8,132 1 0 2 115 8,732 1 0 2 123 81 1 0 2 124 R5 8,630 3 0 2 122 9,29 3 0 2 131 9,325 3 0 2 131 40C MECCA 94W R2 10,286 2 0 2 109 11A45 2 0 2 118 11114 2 0 2 118 R3 10,244 2 0 2 109 11,000 2 0 2 117 11,069 2 0 2 Its R4 10,256 2 0 2 109 11,013 2 0 2 117 11,081 2 0 2 118 R5 10,894 3 0 2 116 11,688 4 0 2 124 11,761 4 0 2 125 1000mA )4)yg R2 13,923 2 0 2 99 14,951 2 0 2 106 15,045 2 0 2 107 R3 13,866 2 0 3 98 14,890 2 0 3 106 14,983 2 0 3 106 R4 13,882 2 0 3 98 14,907 2 0 3 106 15,000 2 0 3 106 R5 14,733 4 0 2 104 15,821 4 0 2 112 15,920 4 0 2 113 530mA 103W R2 11,996 2 0 2 116 12,882 2 0 2 125 IZ963 2 0 2 126 R3 1Itw7 2 0 2 1 116 1 12,829 2 1 0 2 125 IZ909 2 0 2 125 R4 11,561 2 0 2 116 12,844 2 1 0 2 125 1y925 2 0 2 125 AS 12,694 4 0 2 123 13,632 4 1 0 2 132 13,717 4 0 2 133 60C 700mA 137W R2 14,927 2 0 2 109 16,029 3 0 3 117 Wall 3 0 3 118 R3 14,866 2 0 3 109 15,964 2 0 3 117 14063 2 0 3 117 R4 14,884 2 0 2 109 15,982 2 0 3 117 14082 2 0 3 117 R5 15,796 4 0 2 115 16,962 4 0 2 124 17,068 4 0 2 125 1000mA 216W R2 19,329 3 0 3 89 20,754 3 0 3 96 20,884 3 0 3 97 all 19,248 3 0 3 89 20,669 3 0 4 96 1 20,799 3 0 4 96 R4 19,271 1 3 1 0 1 3 1 39 203 3 0 4 96 20,823 3 0 4 '06 R5 20,452 4 0 2 III 95 21,962 4 0 2 102 1 2ZO99 4 0 2 102 '• L/%g VPVIA One Lithonia Way Conyers, Georgia 30012 • Phone: 800.279.8041 • v,,. ithoniacmr "OD61O l/161t7. ® 2012-2Dl8 Acuity Brands Lighting, Inc. All rights reserved, ecooLED A DIVISION OF eco°.POWER 12 150 x 127 x 85.7mm 6x5x32/5inch 30 227.8 x 193 x 114 m m 11 x 7 3/5 x 41/2inch 50 227.8 x 193 x 114 m m 11 x 7 3/5 x 41/2inch 80 333.8 x 281 x 138.3 m m 13 x11 x 51/2inch 120 333.8 x 281 x 138.3m m 13x11 x51/2inch DLC LISTED PRODUCTS kti , WMK50WCWV4 o / WMK50WNWV4 oar ® WMK40WCWV5 4 0 WMK30WCWV4 WMKI2WWWV4 Standard 4.2 WMK30WNWV4 ` 4 WMK40WNWV5 ' WMK120WCWV4 ` WMK100WNWV5 WMK80WWWV4 PRODUCT CODE GENERATOR Some combinations of adders may not be possible, email quotes Laecopowerinc.com for further info. WMK w •. 12w NW (4000K) V4 (100-277vAC) BOO Photocell 30w CW (5000K) VS (347v-480vAC) Mounting (standard is wall mount) Sow BKT Bracket (for 30w/50w only) Bow 120w KN Knuckle (for 30w/50w only) Colour (Bronze standard) Alb� WH White info(aecopowerinc.com ecoled.ecopowerinc.com 1.800.564.8086 Lumen Ambient Temperature (LAT) Multipliers Electrical Load Use these factors to determine relative lumen output for average ambient temperatures from 040•C (32-104T). -, Ole 32*F 1.02 10°C 50-F 1.01 200C 681 1.00 251c 77T 1.00 300C 860F 1.00 40'C 104'F 0.99 Projected LED Lumen Maintenance Data references the extrapolated performance projections for the KAD LED platform in a 25-C ambient, based on 10,000 hours of LED testing (tested per IESNA UA-8i and projected per IES NA TM-21-11). To calculate LLF usethe lumen maintenance factor that corresponds to the desired number ofo ratiow. For other lumen maintenance va lues, contact factory. 0 25,000 50,000 100,000 KAD LED 60C 1000 1.0 0.91 0.86 0J6 KAD LED 40C 1000 1.0 0.93 0.88 0.79 KAD LED 60C 700 1.0 0.98 0.97 0.94 120 208 240 277 347 480 20 530 700 1000 35 45 73 0.30 0.39 0.18 0.23 0.16 0.20 0.15 0.18 - all 022 - 0.12 0.17 s3o sat a44 0.26 a23 ON - - 30 700 69 158 0.34 a29 0.26 0.21 0.16 1000 108 R90 052 R46 0.40 0.32 0.24 530 71 Q60 035 0.32 0.29 021 0.16 40 Too 94 179 146 0.41 036 0.27 020 1000 141 1.18 0.68 0.59 0.52 0.42 030 530 103 0,87 0,50 0.44 039 0.29 0,22 60 700 137 1.15 0.66 Q58 051 0.40 019 1000 216 1.81 1.04 0.92 0.81 0.63 0.47 NOTE All ratings in this table are for a nominal system operated at 25-C ambient temperature. Current and power specifications in this table do not include branch cii decocting specified in the National Electrical Code. Please observe all applicable electrial codes and ratings. IF I. Option Dimmed mate III gh Level (wnerr ul eree) Prot otte Operation Dwell Time vamp -up none Ramp -down Time PIRor PIRH 3V(37%)Output loicloDh)output EnabledleSFC 5min 3rec 5min •Pm1 FC3V or PI RHl Beau 3V(37%)Output lOV(100%)Output Enabled@1FC 5min 3sec 5min or use with Inline Dmk to Dawn or timer. Will r ' !4 I 7pf7 A Wredn •coming A leedsandrber W it( •coming lodsandliwr W Ies Gpicdire e fixture ✓ Wredmdimming leadsandriver Wiedmdimming 1.6cinddwr Wires Capped inside fixtureA VAres(aidedinsck fixture WiresCappedinside fixture (firesCappedinside fixtureA khredmdimming leedsandrber Wred odimming leadsandliwr Wires Capped inside mince uture in ... readlMoaon E A Wires Cappedinside fixture 0... Cippedirea, fixture Wires Cappedinside man, ✓ Rewmmended (9 Willnotwak A Alternate *FuWre-prof m ons Abili y m denge mntrds i n the MWre Photometric Diagrams s, ■■■■■■■■ .������, I.�ru�l., , ►RAN EEP1,II \l1,A■f�■�211� 1\I■f■■1/I BUT M19=11irm 1111112rid's . f1�1.L`SJ�■ ■■ ■11111Ir+> ■ ■ ■omIIII•undo ■EhEE�a■ ■■■■■■■ I , • ■ BoII■m■■ ■■■■■ IN MEN KAD-LED AL/THGN/A One Lithonia Way • Conyers, Georgia 30012 Phone: 800.279.8041 • vrmw.lithonia.,om L/GHT/TUG. 02012-2018Amity Brands Lighting, Inc All rights reserved. Rev. 07/18/18 KAD-LED Be, 07fl Bllg ASCENT ENGINEERING GROUP 5228 VALLEVPOINTE PKVI SUITE 4 ROANOKE, VIRGINIA 24019 (540) 265-4444 D: JBB 19090 C: BCL M L OF D I o BENJAMIN C. LINKOUS cat y 1 No.040708 c• 4v ���.� `%1 J s`SIONAI, ��G p CV O U 0) L CV Y 2 Q co� U) LO (vy 6 C N L M 00 > M E so 0 E (6 O (M H W LL q- M -d N L C`IIC`UH G GP #21850 F U W O I� z O Q O z LIJ E 0 z z O C� 0 0 LL) lY Q O a-D, D LL U N U> Q Q _0 Q J z O LU L1J I� w L-U I r J LJJ Q _ II U I- C o_ ~ I- U I- C/3 W Q ono W C/3 DATE DESCRIPTION owl info@ecopowerinc.com I ecoled.ecopowerinc.com 1 1.800.564.8086 AWarranty is onlyvalid based on fixtures operating for 12 hours or less per day. 18 17 16 ©2019 Ecopower Inc. All rights reserved. REV-1007.19-114614 15 14 ©2019 Ecopower Inc. All rights reserved. REV-1007.19-114614 13I 12� 11I 10� 9I 8� 7I 6I 5� 4I 3� 2 E503 1/15120 PERMIT SET 0 GRIMM AND PARKER ARCHITECTURE, INC. A 1