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Home My WebLink AboutSDP201600012 Plan - Approved 2005-01-28USE GROUP - A-4 CHURCH CONSTRCTION TYPE -3B HEIGHT LIMITATION - 2STORY & 347 FT AREA LIMITATION-14,40DSF ADDITION HEIGHT - 26-I O' , 2 STORY W/ PARTIAL BASEMENT EXISTING AREA (GROSS FOOTPRINT) -4,7508F ADDITION AREA (GROSS FOOTPRINT -5.892SF TOTAL NEW AREA (GROSS FOOTPRINT) - 10,642SF ADDITION PERIMETER 350 LF NO AREA INCREASE TAKEN PER TABLE S03 FIRE PROTECTION EXTERIOR WALLS—NON-COMBUSTIBLE ' INTERIOR WALLS -N/A - ROOF - N/A EXTERIOR OPENING PROTECTIVE: UNPROTECTED OPENING ALLOWED -2S% MAX UNPROTECTED OPENING PROVIDED - 20% FIRE SEPARATION ASSEMBUES_ EXIT ENCLOSURES - 1 HOUR OTHER SHAFTS -1 HOUR FIRE AREA SEPARATIONS 2 HOURS STORAGE> 50SP BUT< IOOSF I HOUR EXIT ACCESS CORRIDORS 1 HOUR - ALL OTHER CONSTRUCTION NON -RATED FIRE SUPPRESSION SYSTEM NOT REQUIRED 121 HOUR FIRE AREA SEPARATION PROVIDED BETWEEN ADDITION AND CONNECTING LINK TO SEPARATE BUILDINGS FIRE EXTINGUISHERS PROVIDED MEANS OF EGRESS OCCUPANCY LOADS: BASEMENT -NO CHANGE '1ST FLOOR EDUCATION -3,A21 120 =172 MAX. 2ND FLOOR ASSEMBLY =320 MAX, PER 'SP 03-062 TOTAL EGRESS WIDTH {STAIR & DOORS/CORRIDOEI BASEMENT- NIA I ST FLOOR -NTA & 34:4" 2ND FLOOR -9S & 64" NUMBER OF EXITS REQUIRED / PROVIDED: BASEMENT - NO CHANGE ISE FLOOR -212 2ND FLOOR - 2 / 2 MAX. EXITTRAVEL DISTANCE 72' (200 REQUIRED) DEAD END CORRIDOR EXIT PROVIDED THRU IST FLOOR CLASSROOMS CODE MODIFICATION GRANTED FOR EXTERIOR UNPROTECTED EXIT STAIR ACCESSIBLE ENTRANCE REQUIRED / PROVIDED -1 / 2 ADDITION DESIGN LOADS SEE STRUCTURAL SHEETS SIA( &51.02 DESTQN/HURD.NEI PLUMBING, ELECTRICAL, FIRE ALARM, & (HVAC SYSTEMS ARE TO BE CONSTRUCTED AS DESIGNIBUILD SYSTEMS, SYSTEMS SHALL BE PROVIDED COMPLETE AND FULLY OPERATIONAL, AS A MINIMUM THEY $HALL MEET APPLICABLE BUILDING AND LIFE SAFETY CODES UNDER VA USBC 1996. EACH SYSTEM DESIGNER/INSTALLER MUST COORDINATE WON THE GENERAL CONTRACTOR AND OTHER PROJECT SUB -CONTRACTORS, INFOMATION PERTAINING TO THESE SYSTEMS IS SHOWN TO INDICATE MINIMUM SPECIFIC DESIGN REQUIREMENTS - NOT TO INDICATE COMPLETE SYSTEMS. T, SEE PLAN FOR TREES TO BE PRESERVED AND PROTECTED, LIMITS OF CLEARING AND GRADING AND LOCATION OF PROTECTIVE FENCING 2, ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE CLEARLY WITH PAIN OR RIBBON ATA HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 3. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCITON MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP LINE OF TREES TO BE PRESERVED AND PROTECTED, 4. COORDINATE TEMPORARY EROSION CONTROL AND STORMWATER MANAGEMENT MEASURES SO THEY DO NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED, 5. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIP UNE OF ANY TREES ON SITE. 6. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET FO THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED, 7. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE- PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUN YENGINEE2ING DEPARTMENT 8, WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WAT R, SEWER, ELECTRICAL, CAB( E, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND TIME LIMITS OF CLE THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POS.IBLE, TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THEAT TI ENCHINGx WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED, 9. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM a ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICI b IN THE EROSION & SEDIMENr CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFE,SIONAL FORESTER OR TREE ST ECiALISt 10. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT Zi)NES OF TREES TO BE PRESEET ED ANI PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY I b` OVER THE ROOT ZONE, THE BAR$H;l1 BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL THE ,OIL IS LOOSENED.. 11, TREE PROTECTIVE MEASURES SHALL BE THE LAST OF T14 ETEv rCRARY E ROSION CONTROL PLAN MI ASURESREMOVED DURING THE FINAL CLEAN UP. o SHEET WHERE SECTION IS LOC AT@'. Q ..,.�....._. DRAWING NUMBER SECTION (-- DRAWING NUMBER 1 06/A6:01 -d-- SHEET WHERE DETAIL IS LOCATED DETAIL fi DRAWING NUMBER OS/AI,O2 SHEET WHERE ELEVATION IS LOCATED THIS IS AN INDEX OF BID ALTERNATES_ SEE PLANS AND PROJECT MANUAL FOR MORE SPECIFIC INFORMATION. HID ALTERNATE #T; DIG OUT AND INSTALL NEW WATERPROOFING AND WINDOW WELLS ALONG NORTH SIDE OF EXISTING EDUCATION BUILDLING. HID ALTERNATE#2: NOT USED. BID ALTERNATE#3: FURNISH ALL KITCHEN AND LAUNDRY APPLIANCES, (BASE BID- OWNER WILL FURNISH ALL APPLICANCES AND CONTRACTOR WILL INSTALL(. HID ALTERNATE#41 COST DEDUCTION TO DELETE CENTER KITCHEN ROLLING ISLAND I COUNTER. 8'ID ALTERNATE #5: CONTRACTOR MAY FURNISH AN ALTERNATE PRICETO PROVIDE INSULATED CONCRETE FORM {ICF) EXTERIOR WALLS WHERE CONCRETE MASONRY CONSTRUCTION IS INDICATED. SUBMIT PROPOSED ICP MANUFACTURER, FORM INSULATION THICKNESS AND R -VALUE, ALTERNATE ICF COSTSHALL INCLUDE TOTAL COST IMPACT TO THE BASE BID RESULTINGFROM AN ICF INSTALLATION, INCLUDING MECHANICAL, ELECTRICAL, WATERPROOFING, FRAMING AND FINISH TRADES. ALL INTERIOR FACES TO BE SHEATHED W/ g`' GPDW, EXTERIOR FENESTRATION TO BE AS INDICATED, If THIS OPTION IS SELECTED BY THE OWNER, REVISED DETAILS AND PLANS WILL BE PROVIDED AS REQUIRED BY THE CONTRACTOR. ffiP � vim._. iEtsHlh.. Tt TAT V64h , 1214 fall I Sf TNETYNIA 16F 26TRT 8LD3 REI,ESSED CANL3PY T5f i�NLtGT9T5(2TT Lt.. L. - 1 A COLUMI'I BUBBLU AND GIT[ LINES MATCH LINE ----- MATCH ;.INE SEE 02/A203 ELEVATION INDICATOR REVISION Albemarle County Engineering General Construction Nates for Site Plans 1- Prior to any construction within any existing public right—a6--way, including Connection to any existing road, a permit shod be obtained from the Virginia Department o4 Transportation (VDOT), This pian as brown may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2- All pacing, drainage related materials and construction methods shall conform to current - specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shod be provided In ,accordance with the approved erasion control plan and shalt be installed prior to any clearing„ grading or other construction. 4, All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope Is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 5. Paved, rip—rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Directop--s designee, it Ts deemed necessary in order to stabilize a drainage channel, 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, 7, Unless otherwise noted all concrete pipe shot] be reinforced) concrete pipe — Class IT. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1925). Cl NUMBER IDENTIFIES DOOR \ WINDIDW TYPE A n1 ENGINEERING WALL TYPE INDICATOR ZONNING-RA IST FLOOR - 5,892 SIF 2ND FLOOR- 5,718 SF BUILDING SET BACKS- 75 FRONT TO STATE ROUTES, TOTAL- 11,984 SF 201 SETBACK PER SP 03-062 SERVICE ANNORIM 50'BUILDING SETBACK& 50' EXISTING VEGETATION BUFFET: MAIN ADDITION 114'x 46'=5,244SF ALONG NORTH BOUNDARY PER SP 03-062. CONNECTOR 24' x 27' = 668 SF FELLOWSHIP HALL 66'x 44' + PLATFORM = 3,168 SF MAXIMUM NUMBER EMPLOYEES -8 3168 SF / 12 SF PER PERSON = 264 DINING OCCUPANCY FELLOWSHIP HALL MAXIMUM OCCUPANCY =320 PER SP MAXIMUM PRESCHOOL ENROLLMENT -50 CHILDREN (SP 03-062 03-083) BATT INSULATION 06 PARKING EXISTING BUILDING CONSTRUCTION TYPE -5B NO NEW PARKING IS PROPOSED, (6) SPACES WILL BECOME (NEW ENTRY DROP-OFF. PROPOSED ADDITION CONSTUCTION TYPE -3B # ,i 03 3"t I'o MAXIMUM ROOF HEIGHT - 35 FEET (NEW), 41 FEET (EXISTING) PARKING PROVIDED = 63 THE PROPOSED PLAN ATTEMPTS TO MAINTAIN AS MANY DATUM REFERENCE BENCHMARK LOCATED ON SHEET CI JT EXISTING MATURE TREES AS POSSIBLE. NO ADDITIONAL `r LANDSCAPING IS PROPOSED AS PART OF THIS SITE PROJECT AREAS s TOTAL SITE AREA- 7,28 ACRES APPROX. FOR CHURCH USE LANDSCAPE PLAN WAIVER REQUESTED PER 32.7.9,3, LOT LANDSCAPE PLAN WAIVER GRANTED 04-23-04, `r, I „ G4 ,-... (., S PARKING & ROADS. - 47A07 ,: Tin ,..,,it •§.:J CONSTRUCTION WALKS & PLAY COURTS - 5,595 OPEN SPACE (TREES &LAWN( 255,462 J5,86 ACRES( SITE IS LOCATED WITHIN THE RIVANNA RESERVOIR 80.49% OF TOTAL SITE AREA WATERSHED. IMPERVIOUS COVER -61,555 SITE IS NOT LOCATED WITHIN A TTX( YEAR FLOOD PLAIN LIMIT, PROPOSED SITE AREAS ISE s?Y PARKING & ROADS - UNCHANGED NO NEW POLE LIGHTING PRPOPOSED AT THIS TIME- 8UILDINGS & STRUCTURES 12,746 sem' {9) WALL MOUNT 32W FLUOR. BUILDING MOUNTED EGRESS OPEN SPACE (TREES & LAWN) - 249.297 (512 ACRES) TNETYNIA 16F 26TRT 8LD3 REI,ESSED CANL3PY T5f i�NLtGT9T5(2TT Lt.. L. - 1 A COLUMI'I BUBBLU AND GIT[ LINES MATCH LINE ----- MATCH ;.INE SEE 02/A203 ELEVATION INDICATOR REVISION Albemarle County Engineering General Construction Nates for Site Plans 1- Prior to any construction within any existing public right—a6--way, including Connection to any existing road, a permit shod be obtained from the Virginia Department o4 Transportation (VDOT), This pian as brown may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2- All pacing, drainage related materials and construction methods shall conform to current - specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shod be provided In ,accordance with the approved erasion control plan and shalt be installed prior to any clearing„ grading or other construction. 4, All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope Is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 5. Paved, rip—rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Directop--s designee, it Ts deemed necessary in order to stabilize a drainage channel, 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices, 7, Unless otherwise noted all concrete pipe shot] be reinforced) concrete pipe — Class IT. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1925). Cl NUMBER IDENTIFIES DOOR \ WINDIDW TYPE A KEYED NOTES ENGINEERING WALL TYPE INDICATOR ZONNING-RA IST FLOOR - 5,892 SIF T • r * (( ,.., k SAF Owa E4 UvX 1,15 EliSh r4 ,S 4kYa `4^1�ll, 4tl�H A;, 5,rrE;s4y„ n,x sE..rY4.il;ouxasi xz�st94�A„ALrtt: �. TRIM37U DMWPV 110 THRID STREET HE CHARLOTTESVILLE, VIRGB#A 22902 434-.2933171 ON, SITE DATA HITS DATA (CONT:) TAX MAP -19 PARCEL 17 ADDITION DATA MAGISTERIAL DISTRICT - WHITEHALL BUILDING AREAS ENGINEERING BASEMENT- 354SF ZONNING-RA IST FLOOR - 5,892 SIF 2ND FLOOR- 5,718 SF BUILDING SET BACKS- 75 FRONT TO STATE ROUTES, TOTAL- 11,984 SF 201 SETBACK PER SP 03-062 SERVICE ANNORIM 50'BUILDING SETBACK& 50' EXISTING VEGETATION BUFFET: MAIN ADDITION 114'x 46'=5,244SF ALONG NORTH BOUNDARY PER SP 03-062. CONNECTOR 24' x 27' = 668 SF FELLOWSHIP HALL 66'x 44' + PLATFORM = 3,168 SF MAXIMUM NUMBER EMPLOYEES -8 3168 SF / 12 SF PER PERSON = 264 DINING OCCUPANCY FELLOWSHIP HALL MAXIMUM OCCUPANCY =320 PER SP MAXIMUM PRESCHOOL ENROLLMENT -50 CHILDREN (SP 03-062 03-083) BATT INSULATION 06 PARKING EXISTING BUILDING CONSTRUCTION TYPE -5B NO NEW PARKING IS PROPOSED, (6) SPACES WILL BECOME (NEW ENTRY DROP-OFF. PROPOSED ADDITION CONSTUCTION TYPE -3B # MAXIMUM PARKING REQUIRED BY COUNTY (175 / 3) = 58 MAXIMUM ROOF HEIGHT - 35 FEET (NEW), 41 FEET (EXISTING) PARKING PROVIDED = 63 THE PROPOSED PLAN ATTEMPTS TO MAINTAIN AS MANY DATUM REFERENCE BENCHMARK LOCATED ON SHEET CI JT EXISTING MATURE TREES AS POSSIBLE. NO ADDITIONAL `r LANDSCAPING IS PROPOSED AS PART OF THIS SITE PROJECT AREAS DEVELOPMENT, LANDSCAPING WILL BE BY OWNER, TOTAL SITE AREA- 7,28 ACRES APPROX. FOR CHURCH USE LANDSCAPE PLAN WAIVER REQUESTED PER 32.7.9,3, LOT LANDSCAPE PLAN WAIVER GRANTED 04-23-04, EXISTING SITE AREAS ISEF) PER THE WAIVER THE OWNER SHALL REPLACE ANY TREES PARKING & ROADS. - 47A07 THAT DIE OR ARE REMOVED WITHIN 20 FEET OF PROPOSED BUILDINGS & STRUCTURES -8;653 CONSTRUCTION WALKS & PLAY COURTS - 5,595 OPEN SPACE (TREES &LAWN( 255,462 J5,86 ACRES( SITE IS LOCATED WITHIN THE RIVANNA RESERVOIR 80.49% OF TOTAL SITE AREA WATERSHED. IMPERVIOUS COVER -61,555 SITE IS NOT LOCATED WITHIN A TTX( YEAR FLOOD PLAIN LIMIT, PROPOSED SITE AREAS ISE PARKING & ROADS - UNCHANGED NO NEW POLE LIGHTING PRPOPOSED AT THIS TIME- 8UILDINGS & STRUCTURES 12,746 WALKS & PLAY COURTS - 7,868 {9) WALL MOUNT 32W FLUOR. BUILDING MOUNTED EGRESS OPEN SPACE (TREES & LAWN) - 249.297 (512 ACRES) LIGHTS ARE SHOWN AT EXIT DOORS, LIGHTS SHINE DOWN 78,81% OF TOTAL SITE ONLY, RECESSED DOWNLIGHTS ARE PROVIDED IN THE IMPERVIOUS COVER -67.820 CANOPY ROOF WHICH ARE SHEILDED BY SURROUNDING ARCHITECTRUAL BEAMS AND ROOF OVERHANG. THE EXISTING BUILDING AREAS SPILLOVER OF LIGHTING ONTO PUBLIC ROADS AND LOWER LEVEL- 4,576 SF PROPERTY SHALL NOT EXCEED, ) MOT CANDLE. NO FIRST FLOOR - 4,750 SF (GROSS FOOTPRINT) FIXTURE EMITS MORE THAN 3,000INITIAL LUMENS. SECOND FLOOR 2,752 Sf TOTAL- 12,078 SP OUTSIDE PLAY AREA HAS NO LIGHTING PER SP 03-W SANCTUARY OCCUPANCY - 175 MAXIMUM D 04-081 17 . 03-062 SP 03-063 CIVIL ENGINEER MUNCASTER ENGINEERING 1740 IAMBS ROAD CHARLOTTESVILLE, VIRGINIA22f01 434-978-7874 SIGNATURE PANEL aONING t C ENGINEERING - DCMU {E Fi„ils / FIREOFFIC)AL - %g 4a VDOT R t SERVICE ANNORIM HEALTH DEPARTMENT (b PI YWOOD GLASS ACOUSTICAL TRE GPDW-GYPSUM WALLBOARD • BATT INSULATION 06 a # . `r 4 CO PROJECT SITE c'. �E E D 04-081 17 . 03-062 SP 03-063 CIVIL ENGINEER MUNCASTER ENGINEERING 1740 IAMBS ROAD CHARLOTTESVILLE, VIRGINIA22f01 434-978-7874 SIGNATURE PANEL aONING t C ENGINEERING -CONCRETE DCMU 3 / FIREOFFIC)AL - %g 4a VDOT R t SERVICE ANNORIM HEALTH DEPARTMENT (b ARCRI 4 DEX A. SANDERS ARCHITECT, PC 16102 RACCOON FORD ROAD CULPEPER, VIRGINIA 22701 546 -BV -2590 SHEET DRAWING TITLE 0.01 COVER SHEET _1.01 SITE PLAN ]2.01_ EROSION CONTROL PLAN& DETAILS (SUBMITTED W-96-041 FOUNDATION / FRAMING PLAN ROOFPRAMING PLAN & DETAILS ,07 BASEMENT & FIRST FLOOR PLANS 02 2ND FLOOR PLAN & WALL TYPES 01 ENLARGED PLANS -KITCHEN &TOILET .022 STAIR SECTIONS & DETAILS :A1 BUILDING ELEVATIONS & WINDOW SCHEMULE 71 BUILDING SECTIONS 102 WALL SECTIONS & DETAILS - 101 DOOR SCHEDULE .01 FLOOR FINISH PLANS --.,- PLUMBING RISER DIAGRAM MECHANICAL PLANS & EQUIPMENTSCHEDULE ELECTRtCAL PLANS - OWNER / DE11E%;fDPER, CHESTNUT GROVE BAPTIST CHURCH. 550 BUCK MOUNTAIN ROAD EARLYSVILLE VIRGINIA 22836 434-978-3819 = EutTH RIGID INSULATION 16142 RACCOON FORDRD CULPEPER, VIRGINIA t 546829-259D f 546@24-2591,.. POROUS FILL C (NOME -CONCRETE DCMU V ASCNRY UNIT $((NINE I.�.� A -.,T TAL FINISHED WOOD PI YWOOD GLASS ACOUSTICAL TRE GPDW-GYPSUM WALLBOARD • BATT INSULATION 06 RIGID INSULATION 16142 RACCOON FORDRD CULPEPER, VIRGINIA t 546829-259D f 546@24-2591,.. DEX A. SANDERS Certificate No, 8814 11 13 in (PER ao-mE s n 54631, 5B 1114 (PHI COMMENTS 1011 03) it-0eb9 (PEA COMMENTS 102351 01-11-0.?IPER CbMMBJtS Tt-3i-0n7 DRAWN DAB CHECKED SCALE - DATE.. 10-10-03 COVER SHEEP tr LU M • # 06 a # . 4 CO DEX A. SANDERS Certificate No, 8814 11 13 in (PER ao-mE s n 54631, 5B 1114 (PHI COMMENTS 1011 03) it-0eb9 (PEA COMMENTS 102351 01-11-0.?IPER CbMMBJtS Tt-3i-0n7 DRAWN DAB CHECKED SCALE - DATE.. 10-10-03 COVER SHEEP { "---- ADVANCE MILLS LAND TRUST II _.-.. ". .... ZONING -RA PLAN NOTES } i I NATE• PRESERVE ALL TREES ObSTSTDE QF U#ATTE AT CLFARiNE6 --•___.._ i13"� TM 19-19 i —.- FOREST PARCEL AND GRADING. ANY TREES DAMAGED BY CAN G`TiAN � 7, REPAIR EXIST. PAVING WHERE CUT OR DISTURBED BY a-i+w>� '� ` avFnvpX 714 ! S9°q, ! �--.-,..�� r OPERATIONS AS DETERMINED RY ANINDEPEN CONSTRUCTION ACTIVITIES. THIS SHALL INCLUDE ANY �!� .,� '---?r!L !7, "'--^--. r Q ti_..`"^-~<,� - i PAYING ON SITE DAMAGED BY CONSTRUCTION ACTIVITIES SDR4FS}N SHALL EE REPLACEF'3 AT CAT�➢iRAiCTAR'S EJtPFNSE ""JSI .. :.- '�-.. � AS REitttFRE4 BY ALBEMARLE C&?i3M'Y PLANNING L DEPARTMENT. 2. REMOVE Id} EXISTING PARKING SPACES AND EXTEND g K:Kopx NEW CONC. WALK OUT TO FOR AS INDICATED.t^SNE 3. RAISE TOP OF EXISTING C.B.TO NEW ELEVATION, FORM „�M 41 ( I O it I' LOCAL DEPRESSION, TIE AS MUCH OF NEW & EXIST, i 66 BUILDING ROOF DRAINAGE FROM NORTH & EAST � P VtL , NEW 3 PHASE FLEC. ®: .<4 PERIMETER OF BUILDING AS FALL WILL ALLOW. -""' 78,,42, SERVICE BY UTILITY COMPANY ;, d. NEW DRAW LINE PROM ADDITION. PRCSWIbF y ,[ ' + 722 #' CLEANOUTS AT EACH BEND & 5Q' OC MAX. SFE CMW, LLC DESIGN IN PROJECT MANUAL tsY . LAW s '"" EXIST. CRITICAL SON, HAYWOOD 7 &2EUA5 r ZONING RA SLOPE AREAS �, 5. CAP & ABANDON EXIST. CW SUPPLY LINE PROM EXtST. ! ! 3 tfTa r SHOWN REAS -, ,0y \ s TM 19-188 -- _ \S.s?.I'}"r ,�D 24 FOREST PARCEL BUILDING TO PAVILION. 73 6. DISC. & ABANDON UIG ELEC. CONDUCTOR FEEDING r aEa K yY , 2'. t 3 ! a 4�oda�. PAVILION PANEL CURRENTLY FED FROM EXIST CHRUCH. li f / vim^ r `mom 3 RE -LABEL EXIST. PANEL. r .� enc !! wwTeoAz > s -` .." 31 ,+ 52 r 22f 7. CUT PAVING BACK TO EDGE OF NEW LAND'S'CAPE AREA. PROVIDEae^ t. OAK NEW LANDSCAPE AREA, REMOVE STONE AND PROVIDE 4'THICKENEDPAVEMENT ALONG EDGEOF •,jD' ' NEW 8 TOPSOIL LANDSCAPING BY OTHE2S. EL ! u'wHmECaK eb I is I} �� it / ,•^ DENSELY WOODED . `w 20 r I iA ! ;a' ✓ DECIUOUS �'r 8. NEW CONC. WALK -EXTEND FROM ADDITION TO NEW . � "'� ; : x• , s � �� EDGE OF EXISTING PAVEMENT, iI r �} ! /�>-��.. �� ... ..� IB t 9. LOWER TOP OF WELL TO V-,VABOVE NEW FINISHED / rF' \ e.. --� �1 a ROBERTS, VADA M ' DENSELY WOODS 1 \ ,% \,V -� V kW �' ZONING - RA 117. NEW GUARD FENCE BY OWNER. Is ', I ''.�`; i I { y ! r%r T6 TM 19-3(3C t..p,< ,vwrtirE aixw I 1 A '" le' A •._S', RESIDENCE 11. NEW UNDERGROUND ROOF DRAINS w 1 ,t v �Pr 7 INTO SITE DRAINAGE PIPING. T > �, TREE FENCING AROUND LIMITS r t ! � i -! DRAINRELD CL RING VEEV' 14 ✓�; .1 J \\ t., 'T i ! i VOLLEYBALL ,,:' X \\ / MY 4,• �`1-�' IeP nc',r `ri f i 1 w COURT \ 1 i k-,a^m.E4 } y I O r � �.. � .� -t, 727 / IB E R -i- ry F ue AF �+'.y, ; A ".! y NOTE. NO RIGHT OF WAY �t� e` wwKonK mune "I + LINES DISCOVERED ALONG R1663 :b'DI -RiSCK yr. G'WIGKOPY td'.i YYHIYE KIRK ✓`"i `)\ + 'k �_` 12 ! za FINE sne PROPOSED 16451Y PRIMARY __` - `; d ^'eracxsnrauIµ1ra9 DEMOLITION =;J Y aiCcoxv P[Ap NNe GAENT ! '(26&SECONDA2Y DRAtNHEL6 -. SPACEISj i�i �s.;,ty SCALE,i"=XY-Y' SEE PROJECT MANUAL FOR L L SITE DEMOLITION NCTEd fi ENGINEEREF DESIGN j� r ;I a (EXACTS TEM LAYOUT TO BE 7. TRE t, "_ 31 i � S. f - ' -. 'mo i"'ti'-�'i^ ( ;' .5 „` EXIST. �'C''' r - WNDASHED TO BE REMOVED FROM SITE rl `r } } I I APPROVE BY HEALTH DEPT.) ,, ^,c,„ f BASKETBALL a Rm i r ! I.. ALL WALKS SHO '...� L P i r j BFO -FILTER..' ,W� i' NEATLY SAW -CUT WALKS THAT WILL JOIN NEW WALKS. "' r -__€ �' A „� i �`.� ✓ a' 2, REMOVE ALL TREES WITHIN LIMITS OF GRADING& rwte>EOAa COURT eA +72 s / 7A8� CLEARING. NOTE THAT NO BURNING IS PERMITTED ON SITE. AcAl ALL REMAINING TREES ON SITE TO BE PROTECTED FROM PLASTIC TR e I q:.ALL. •,. 1 DAMAGESYCONSIRUC77ONACTIYmES. ASAMIMMUM, [?E1xA. Sanders I ' rj I y ) ! CIN + r t I N \ \ -,,, �. 7 LAMB, WiLMER, L JR. BEFORE GRADING BEGINS, CONTRACTOR SHALL FLAG ALL 7 D 12 zEeo NEW TIC i0 30! CB ( � Z T4'+ T \ V _ TREES TO BE REA40VED AND INSTALL CONSTRUCTION A F C H I' E3 C T i r i li> i I .. - 724 7ilb t, ZONING -RA ,.. TANK -SEE +7 S I Pj !. ! 1 PHA E !.. fl.. ✓.- RFL ATE t \ \ V ` 6 TM 24 2ND FENCING OUT TO DRIP LINE OF ALL TREES TO REMAIN WITHIN I ! � +731 -1911''" ROJ, MANUI e -. i NEW EDU ATtON & HYA '`� \ \ \ y �`� RESIDENCE THE LIMITS OF CONSTRUCTION AND MATERIAL STAGING. lela2 aAccfloN Fcrreti RD ! ! k -z �N. ` E I FELLO'JJ HTP HALL / LIGNF A V "., 3. EXISTING UIG TANK TO BE REMOVED BY OTHER'S PRIOR '• \ : ( CllIFETFR, VUtGINA 732R� OAK + ,- ! BUN LNG,;,/ !,! 2RY I TO CONTRACT. +Sna21-2M + i 4, REMOVE EXISTING PAVILION& WALK. REMOVE EXISTTNG 8242571i5a- EXISTINGCRCSLAB & GRAVEL & REPLACE W1 MIN B CLEAN TOPSOIL 31 / 5. EXISITNG FENCE TO BE REMOVED -COORDINATE WITH 2STOffy T, HVAC EQUIPMENT RELOCATION.31Ij774 as te i7t8 6, REMOVE EXISTING LIGHT POLE , PULL "RES & 1716 MIDDISCONNECT BACK TO PANEL. REVISE PANEL LA BELING.17 GARAGE ) 2a eEaopaL4K-a.T; < r E s t 1 J i VA OUT 4 I i I Ott I -. -_ - S+ +731 e: ouA .53,E d + ! !I'LY - UIG T j i l:Cnx `7 LIJ o� tt� �t v� _ l 2a OR 4 �` 724,13 r I �� _a J a t 1 [ry� pa It`t i I t\tt. } `< t\ I \ LIMITS OFiR c`5� --. TREES TO OF N 1 �... ; \.. / 1 :y �\ ,,.'`-696 •,x. 0 � Z n' �.. I t * I \ REQUIRED TO BE PROTECTED XIST "-- SIGN - 1 s,,� x*K ddW�� J ,. PRESERVED -_---w ^. \ .. `fd2a) WELL - '(-..ti tt �,.` i \ ,.., j cle �.: BY LANDSCAPE PLAN WAIVER..... (MPJ - r la^Ew l / �L % , Vlie < ^ Is wnaEoaK u \ ' 4' Wt U( 4- ,",o. ,p.1 / f T �;1- �i.�; \ �d;4�4 Ji° Ld u3 t`tt\ \....."^ + ,,+f rx r+iNe ae: R ',rte 7p2 i jI t+Y'k , tt \ \\ 7y�}, E, J�,� w . - ., zC \err ®�, 7 f i`._, '/ �'.��. l fir, f! j'j2y' 692Lu raR 5 ,.,,}�.. 1, "f ! LlMris OF cLENG �. / / EXISTING PA.VEINT ;' 1 0 f f y �,1 ; cn {-rswrRED OAK ,Jr'ab °`;,r ,.GRADIN f \ 4D _.._�f/ (37SPACESI /,.. -C - ItFINE OAK ,-40 PARSONAGE ,. 'Y is faK;KaRv T=!T e wxafcrAK TREE FEdNNOING \ t a t +4 4 (51NGLEFAMILYI „do accx Oce ` .+ s r wrmeadT' e . \ � 1 f \ \ " tl '^'T'stRcrvsarvrmF.eawczortv�� fs'K x 5;'1 \ / ..,�� / ��f , t v EXEiiING f EXIST [YRAINF ELDF i uK'tlAK 1C,O`'` fpi F® Q �L ! \ \ X k 4ht ttY . ! ` .' `°"CL D' m J, 41' 1 3a oAx TpiFES i „ .P .688 W ( \ t Ac DENSELY WOODED DEGIDI,N�OUS 7 ,,.:; / i Cfi , H s FINE / i,.;J f GRASS ,«, 686 OAK j 4 \ Oq. je-' - ave I 24Wt WTsEO,ryNKKie ;.wmyteone`�-?`r `?av..•�'kkrri J BOX n, w EXISTING � eEK EXISTINGTREES r,>gO_AA.;: tvwwrF �l `Vf on� swNg - .. Lam,.. .-«K 2lil OAK ,�^, MAcN,.A RKWNaEa, .It r ...t 6 , s 'Y n;,r ,. - r W s ,�. > \\, 'tt _. — _ _ z ^ �L,vra^wruTeoAK ~n X I 7 (71(7yrTOAK ;! ! \ .X. �� 1�+'. tzwwre onK .� i.;• , ,.r,. �+ � � t 'a,. L, i 3J HICKORY r 5 aw uT ! ,,..f. ! ! IYOAK 1 i V `� t -+• tt '- n it K >s\ .,,.+ 1iz zrw.mR.OA`� .--..-a.__—.—.._IT�W�TOA...,.�a wFxrEoix r�wwOAK yTStu."'..cu. esrwrz6K ,a PINY-- 4IRHIKoctNur F Trer�OAK POWER! / }I i y 't, t a +: t anxsAFFrmas r>' POLE r,rF / ,..,^ra FNe ! IYOAKl �..,. �J / AREAS (TYPE,,. --' O DEX A. SANDERS «• "G`y '� ,. ``� `` ,_ ', �-—.�_... —.'1'i rsFINE IC tJ;I1nerNNcs ,;.}avArmeo r' �.° / r�, f r GRASS ! s r s s" ��. O . r. n> '.,- rweaeoeK '` .•' "�R` ✓ / s r ,�. -" .:� C>Bfi#Kate No. 8814 -716' rFINE y 12' EQ.bPACE ... ,fi^ , ^,aNur �,,,,_., ,+' a s y ✓ x YEL�LtFSW LINEN+ i ,'..a-""'� .a' t IBMn OAK '' .%.+? �. r't i1ES�V Rt -1 IWl' k'Y£LL + It' STrAfGlifi LANE •+' ' x ,,. ti USE ARRO �.. \ \ fCFIFTE. wi Drat .._ _ - r / / / ®/ 4°35'W._ 5833. t- ie^WwreaAK _.., .-' ..° j ! �) s6 8,` 646 J i Y N6 25aW-i587._.._..<- � �.._ _ _ -� t. REVISIONS _ r84 "IGN-_-_ ,, _, ,.+ N445W _13 _ _�.l.o---'T-..._..._.. ",. 486 6 _ I, iaaa REa cbmrsears t, oe Sal..... y..✓� �-, ::.-._ y53'W_, 7391,__-.--'._.__ } 49[7 688 ',CHESTNUT GROVE BAPTIST ... oa 170l; I 2 tlommENn 1211 oa) >,s • - ,� � ...� _:..:.� ®.._, r..".`®'..... 7415- ; 9 .. -. — ----- - -- b42 CHESTNUT GROVE BAPTIST ZONING - RA ! e� ,—_.>..v ._—.�._�.— r...--- b"CMP..._, NSo V,r_$S.Sd'._7.04 ._. 5 li-oeaa cr�con+uarrs lascw)..... --- -�— \ N3°2_TW' _.__7w NOTE: NO RIGHT OF WAY ZONING -RA 5 ...... y NS iR'4V..- -834.7E TM 14-17 -- 9 gip\ ? 7275'.___. �` �� LINES DISCOVERED TM 19-76A or lras Icer col.E�+arrs rr z+oal ..- t .,_..... STATUTE K CEMETERY L� t _ 24" W e,� g�.a �t�; ALONG RT. dWt CEMETERY _ e- `., t .,,;� �.�....-.."'"` s 15'77 S,E_ .a- 1 TOP LNYE BUCK MOU1� 1 ._ ._... ...�—�:e., �rtt �6Atf,4_ .._.,--_. DONALD B. CALDWELL a- `..Y ,r DRAWN DA; S .. -;' -�'- BAILEY, JOHN E & DORT14Y M t ZONING - RA -•-'°' `,y} ZONING - RA k TM 1.4-17A ♦�.-'C,,�C B... TM 79-T dS RESIDENCE /\ r* _ . "-} RESIDENCE i TEL POLE„ i' ^• p� ",�E 66 .. R 766 S. SURVEY 1N N SURVEY & TOPOGRAPHIC INFORMATION FOR SOUTH PORTION OF SITE TAKEN FROM SURVEY PREPARED BY DAVID C, BLANKENSAKER, INC., DATED MARCH 19, 20= SURVEY ,& TOPOGRAPHIC INFORMATION FOR NORTH PORTION OF SITE TAKEN FROM INFORMATION PORVIDED BY THE SITE TECH CO, INC„ DATED :LAN, 29, 20171, ALL SURVEY MEETS & BOUNDS DATA SHOWN IS DERIVED SOLEY FROM DIGITAL SURVEY INFORMATION FURNISHED FROM SOURCES NOTED ABOVE. CHECKED _SCALE _ I,,= DATE iD PROJECT# ---_ CNB SITE PLAN c 1 .01 2OF2