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Home My WebLink Aboutsite plan pg 1W J �o O � � U C) Q N Q� Q�w�Q OO�U �IOZ� � O j Ln U Q Z Q N N v 1 Z O ti J Q O N U m 4 6 Iz Iz IW� I� { I I { I� I I J L I j tz i e 0 U 0 J X4000 PSI CONCRETE ® 4 " SLUMP I_ (2) SECTIONS #J REBAR (14" EACH) 4"I CONCRETE WHEEL STOPS NOT TO SCALE II BIT. CONC, SURFACE COURSE (2" THICK) (TYPE 1 -2 OR S9.5B) THICKENED EDGE CONCRETE WALK DETAI (ALL SIDEWALK EDGES ADJACENT TO BIT. CONCRETE PAVEMENT SHALL BE THICKENED) NOT TO SCALE DELMON LEE, JR. AND AMY T LEE 0524 -02- 6157.000 DB 1286 PG 611 ZONED RA -20M LAND USE: VACANT/AGRICULTURAL N 15 °38'17 "E 383.20' 'OURSE (6" THICK) GENERAL NOTES. A GROOVED JOINT 1" DEEP WITH 1/8" RADIUS SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5" INTERVALS. A 112" EXPANSION JOINT WILL BE REQUIRED AT 50' INTERVALS. A 112" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. JOINT SEALER SHALL BE HOT- POURED RUBBER ASPHALT. 1/8" RADIUS __L T GROOVED JOINT IN SIDEWALK 1/8" RADIUS JOINT SEALER SURFACE OF PAVEMENT JOINT FILLER TRANSVERSE EXPANSION JOINT IN SIDEWALK CONCRETE SIDEWALK DETAIL NOT TO SCALE r ----------- - - - - -- --------------- - - - - -- 10'SETBACK - - - -- ----------------------------------------- 274" 15' BUFFER YARD "TYPE A" _ -- ------ - - - - -- ----- - - -a-_ — — — — — — — — — — — — — — HVAC AREA Cj �0 ' { { I , _ ti I ' 43 0j 56 44,9 » I { { I { 9' 12' I �r O { TYP s I NK CaIq Li U o- Cfi m I (3 QI Qj J co i 18' �24, 18 I I ) L---- - - - - -- - - - - - -- PV�. w w w w j HVAC o AREA 5 N r-- ___ -- -® - - - - - -t METER 1 " WATER SR VC. COOROINA TE 91 j BY COUNTY W/ MECH /PL UB. PLANS FOR { { RPZ IN HOT BOX STUB OUT L OCA TION _ _ _ _ _ _ _ EASEMENT " N BY OWNER ASPHALT - I�. ( PA VEMENT� g' ; 55.00 I :- •- I :4 TYP { 95 I C% o I 25' R J I 9.0 g' o +o { { I u I TYP - -- k m 166 I- C) EA SEMEN T 24 " CURB GUTTER 7:, LOW RETAINING WALL LOW RETAINING WALL m { r PROPOSED STORMWA TER WETLAND i I �I 1 � � Cr m { STORM WA TER ACCESS AND o II — — — — — — MAINTENANCE EASEMENT — — — — — — — I { { { { oC� L— - - °—t_ — - -- -1- -- -- —i° - - - -- --'-- " rn ---------------------------------------------------------------------FER Y_ A_ R_ D___ TY _P_E_A_- +__________________I�__ %`' _�______ ' cN 10' SETBACK + LEGEND C-ch UTILITY POLE D. B. SEED BOOK M. B. ---MAP BOOK P. G. SAGE E:R.W.D.E] _EXISTING RIGHT OF WAY DISK E. LP. _EXISTING IRON PIPE E.I.R. _EXISTING IRON ROD S.I.P. SET IRON PIPE C. P. _CONCRETE PIPE SPRING LAKE CONGREGATION OF JEHO VAHS WITNESSES 0524 -12- 2490.000 DB 2883 PG 465 ZONED RA -20M LAND USE: VACANT MICHAEL S. GIBSON 0524 -12- 1058.000 DB 2653 PG 518 ZONED RA -20M LAND USE: RESIDENTIAL 383.73 GRAPHIC SCALE 20 0 +0 20 an ( IN FEET ) 1 inch = 20 ft. 80 aar .N i Z Qv-, °oLn Z Eu�od'o0 CE 0) Nj Z�N�Q WQNN�Z) zON CC) 1vZ Q 2 J) v �7 Cn s; a �l VAN ACCESIBLE RESERVED PARKING a R7 -8 3" DIA. GAL ST CONCRETE NOTE: e SIGN TO MEET ALL STATE, LOCAL AND ADA REQUIREMENTS e oiA �i HANDICAPPED PARKING SIGN NOT TO SCALE Staking Notes 1. DIMENSIONS TO BUILDING ARE TO FACE OF BRICK. 2. CONTRACTOR TO VERIFY ALL BUILDING DIMENSIONS PRIOR TO CONSTRUCTION. 3. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 4. ALL PARKING SPACES ARE 18' x 9' UNLESS NOTED OTHERWISE. Genera/ Notes 1. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 2. CONTRACTOR SHALL CONTACT CALL 811 - KNOW WHAT'S BELOW TO HAVE UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. J. THIS PROJECT SHALL BE DEVELOPED IN ACCORDANCE WITH THE LAND DEVELOPMENT REGULATIONS AND STANDARDS OF HARNETT COUNTY AND OTHER AGENCIES HAVING JURISDICTION OVER THE WORK. 4. PARKING LOT LIGHTING, IF PROVIDED, SHALL BE DIRECTED AS TO MINIMIZE LIGHT SHINING INTO ADJACENT PROPERTY. 5. PROVIDE PARKING LOT STRIPING AS SHOWN. PROVIDE HANDICAP PARKING SIGNS IN ACCORDANCE WITH ADA REQUIREMENTS. 6. BUILDING INSPECTOR SHALL BE GIVEN 48 HOURS ADVANCE NOTICE PRIOR TO BEGINNING OF CONSTRUCTION. 7 NO BUILDING SHALL BE PERMITTED IN SPECIFIED SETBACKS. 8. ALL DISTURBED AREAS NOT COVERED BY PARKING AND /OR OTHER SURFACING PERMANENTLY SEEDED PER SEEDING SCHEDULE. 9. PAVEMENT SECTION SHALL BE 6" C.A.B.C. AND 2" ASPHALT PAVEMENT (TYPE 1 -2 OR 59.5B). 10. WATER SERVICE (PUBLIC) WILL BE PROVIDED BY HARNETT COUNTY. 11. SEWER SERVICE (PRIVATE) WILL BE ON -SITE DISPOSAL TO BE APPROVED BY HARNETT COUNTY. FUTURE CONNECTION TO THE PUBLIC SEWER SYSTEM TO BE LOCATED ON ADJACENT PROPERTY OWNED BY SAME OWNER. 12, A DRIVEWAY PERMIT WILL BE REQUIRED FOR THE ENTRANCE ONTO RAYNOR ROAD (S.R. 2052) FROM NCDOT 13, EXISTING CONDITIONS BASED ON SURVEY BY: JAMES E WHITE, JR., P.L.S. RIVERS AND ASSOCIATES, INC. DATED: 0912012017 J J Q O J LLI U) REVISIONS: J 0 V Z O 0 �O _Z a. L.L z O F- z Li LLI L) O 0 d ° Site Data PIN NUMBER( S)................ ................... ..... ... ... .... .... ....0524 -12- 0111/0524 -02 -8194 =_ SEAL TAX ID NUMBER( S) ...... ............ . .................. .....................0105240018 /010524001819 20744 RF TOTAL AREA IN SI TE_ ................... ............................... ...........................2.11 ACRES TOWNSHIP ........................ ............................... .......................ANDERSON CREEK (OJ) Q9 fWGINO: `: CURRENT ZONI NG ............ .................................................... .........................RA -20M ,SID .L..S�� GROSS FLOOR AREA ......................... ............................... ..........................4,419 S.F. ��rr„i�� r,r IMPERVIOUS AREA/ PERCEN T ................ .... .- ......... ... ...... .... .... .... 28,483 S.F. /31.0% SEWER LOADING (3 GPD /SEAT x 204 SEAT) ................... ............................612 GPD N PARKING REOUIREMENTS - c T N rn r REG. PARKING SPACES REQD. (1 SPACE FOR EVERY 4 SANCTUARY SEATS). 0 o m 204 SANCTUARY SEATS / 4 = (51) SPACES REQUIRED. HANDICAPPED PARKING SPACES REQUIRED (PER ADA) = 3 0 0 0 a o REGULAR PARKING SPACES PROVIDED = 53 a y z HANDICAPPED PARKING SPACES PROVIDED = 3 ; 75 r a° TOTAL PARKING SPACES PROVIDED = 56 �\ add Wz References Project Manager: FDT DB 2883, Page 46 Project Engineer: Plat Map 98, Page 103 Plot Mop 2011, Page 280 -281 Designed By: DSW Plat Mop 2013, Page 7 Drawn By: FWLAR Checked By: FDT Owner/Developer Project Number: 2011105 Drawing Number: W-3403 SPRING LAKE CONGREGATION OF JEHOVAH'S WITNESSES 2415 ROSEHILL RAD MYETTEVILLE, NO 28301 r ANTONIO G. BURGESS 1015 KAREN CIRCLE SPRING AKE, NO 28390 (910) 885 -2571 Date: 11 -29 -12 0 B" DIA. cALV SID sr m o PIPE -FILL W/ CONC, PAINTED TRAFFIC YELL OW `� e CONCRETE NOTE: e SIGN TO MEET ALL STATE, LOCAL AND ADA REQUIREMENTS e oiA �i HANDICAPPED PARKING SIGN NOT TO SCALE Staking Notes 1. DIMENSIONS TO BUILDING ARE TO FACE OF BRICK. 2. CONTRACTOR TO VERIFY ALL BUILDING DIMENSIONS PRIOR TO CONSTRUCTION. 3. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 4. ALL PARKING SPACES ARE 18' x 9' UNLESS NOTED OTHERWISE. Genera/ Notes 1. THE ENGINEER AND /OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 2. CONTRACTOR SHALL CONTACT CALL 811 - KNOW WHAT'S BELOW TO HAVE UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. J. THIS PROJECT SHALL BE DEVELOPED IN ACCORDANCE WITH THE LAND DEVELOPMENT REGULATIONS AND STANDARDS OF HARNETT COUNTY AND OTHER AGENCIES HAVING JURISDICTION OVER THE WORK. 4. PARKING LOT LIGHTING, IF PROVIDED, SHALL BE DIRECTED AS TO MINIMIZE LIGHT SHINING INTO ADJACENT PROPERTY. 5. PROVIDE PARKING LOT STRIPING AS SHOWN. PROVIDE HANDICAP PARKING SIGNS IN ACCORDANCE WITH ADA REQUIREMENTS. 6. BUILDING INSPECTOR SHALL BE GIVEN 48 HOURS ADVANCE NOTICE PRIOR TO BEGINNING OF CONSTRUCTION. 7 NO BUILDING SHALL BE PERMITTED IN SPECIFIED SETBACKS. 8. ALL DISTURBED AREAS NOT COVERED BY PARKING AND /OR OTHER SURFACING PERMANENTLY SEEDED PER SEEDING SCHEDULE. 9. PAVEMENT SECTION SHALL BE 6" C.A.B.C. AND 2" ASPHALT PAVEMENT (TYPE 1 -2 OR 59.5B). 10. WATER SERVICE (PUBLIC) WILL BE PROVIDED BY HARNETT COUNTY. 11. SEWER SERVICE (PRIVATE) WILL BE ON -SITE DISPOSAL TO BE APPROVED BY HARNETT COUNTY. FUTURE CONNECTION TO THE PUBLIC SEWER SYSTEM TO BE LOCATED ON ADJACENT PROPERTY OWNED BY SAME OWNER. 12, A DRIVEWAY PERMIT WILL BE REQUIRED FOR THE ENTRANCE ONTO RAYNOR ROAD (S.R. 2052) FROM NCDOT 13, EXISTING CONDITIONS BASED ON SURVEY BY: JAMES E WHITE, JR., P.L.S. RIVERS AND ASSOCIATES, INC. DATED: 0912012017 J J Q O J LLI U) REVISIONS: J 0 V Z O 0 �O _Z a. L.L z O F- z Li LLI L) O 0 d ° Site Data PIN NUMBER( S)................ ................... ..... ... ... .... .... ....0524 -12- 0111/0524 -02 -8194 =_ SEAL TAX ID NUMBER( S) ...... ............ . .................. .....................0105240018 /010524001819 20744 RF TOTAL AREA IN SI TE_ ................... ............................... ...........................2.11 ACRES TOWNSHIP ........................ ............................... .......................ANDERSON CREEK (OJ) Q9 fWGINO: `: CURRENT ZONI NG ............ .................................................... .........................RA -20M ,SID .L..S�� GROSS FLOOR AREA ......................... ............................... ..........................4,419 S.F. ��rr„i�� r,r IMPERVIOUS AREA/ PERCEN T ................ .... .- ......... ... ...... .... .... .... 28,483 S.F. /31.0% SEWER LOADING (3 GPD /SEAT x 204 SEAT) ................... ............................612 GPD N PARKING REOUIREMENTS - c T N rn r REG. PARKING SPACES REQD. (1 SPACE FOR EVERY 4 SANCTUARY SEATS). 0 o m 204 SANCTUARY SEATS / 4 = (51) SPACES REQUIRED. HANDICAPPED PARKING SPACES REQUIRED (PER ADA) = 3 0 0 0 a o REGULAR PARKING SPACES PROVIDED = 53 a y z HANDICAPPED PARKING SPACES PROVIDED = 3 ; 75 r a° TOTAL PARKING SPACES PROVIDED = 56 �\ add Wz References Project Manager: FDT DB 2883, Page 46 Project Engineer: Plat Map 98, Page 103 Plot Mop 2011, Page 280 -281 Designed By: DSW Plat Mop 2013, Page 7 Drawn By: FWLAR Checked By: FDT Owner/Developer Project Number: 2011105 Drawing Number: W-3403 SPRING LAKE CONGREGATION OF JEHOVAH'S WITNESSES 2415 ROSEHILL RAD MYETTEVILLE, NO 28301 r ANTONIO G. BURGESS 1015 KAREN CIRCLE SPRING AKE, NO 28390 (910) 885 -2571 Date: 11 -29 -12