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Home My WebLink AboutSW4240602_Plansheet - Other_20241121 W RAY F. SPARKS SITE DATA c� HWY80> r CD CDDOROTHY H. SPARKS I ZONING �r _ z N PIN:5861994219 �2r r m DB 0087, PG 0040 EXISTING ZONING:CM Z000 1.ao w Z 50'-0"RAN _� = GORDON DR o� c MM NSCR U Of Of 0 S85°31'49.40"E TYPE OF REVIEW REQUESTED Q 6-0" 20'-0" 6-0" 660.08 W W PRELIMINARY SUBDIVISION APPROVAL - 0 U E SHOULDER SHOULDER � Z Q Q � � ACREAGE 1.40 � J Q � o 10' 0" 10' 0" 5'-0" 2'-0" S-0" (� (� o TOTAL ACREAGE: 9.94 ACRES Bti � O U) J Cn (D 158 ccA,o J Z M CO cm Q - o 3- DENSITY " se (n z J N o0 c °o �B��a W E W co of N --1/4"PER FOOT 1/4"PER FOOT - I U _ c s aDnN Q W Q 1 PE W = ° 2.08 UNITS/ACRE W r` o m 1 1"PER FOOT o0000000000000 0 0 0 0 0 0 0 0 0 0000 000000000o RFOOT 3 1 > a p } LOT REQUIREMENTS DAYELN SITE ¢� U' j Z co cD 0 0 0 0 0 0 6:1 0_ m o z 3. 1 3. Z „ Qr e 0j Q 80'M NI MINIMUM LOT SIZE BETHLEHEMDR za �, Z W O 8"COMPACTED ABC � O 80'MINIMUM LOT WIDTH AT THE SETBACK LINE A m Roo��o � J o 0 35'FRONT YARD SETBACK o QE�e :;Tc > N Z o X o�� } 10'SIDE YARD SETBACK o ��0 U d LL 2"SURFACE COURSE,S9.513 w °' I L=32.57 / 20'REAR YARD SETBACK a cG m 14 R=393 }m 00 26,606 SF A=4.7 OAKVgLLEV I20 co 15 S87°�1 11 E LOT COUNT B"� z 16,550 SF 201 13.3 S88° 17'58 99"E TOTAL:20 LOTS a o S0077SDALEDR 16 - - - ... 71«1C IMPERVIOUS AREA CALCULATIONS A 18,714 SF _ - - - _ 5" = INV:829.65 24%MAXIMUM � FIRM LICENSE C-1891 C RAY F. SPARKS 17 DOROTHY H. SPARKS / , , , 20,877 SF 21+00 PROPOSED USE- - - -.-._-22_+. a_._._._.. PI :586199 0040 23,041 SF 1 - Zp+O - �- SINGLE FAMILY RESIDENTIAL ` �.� <,, 18 p -' VICINITY MAP , '��, caRo" ' 1 o S2°38'08.68"W 19 N7 °47'09.11"E w NOT TO SCALE SS• '5•.'•. P 50.12 INV:82. INFRASTRUCTURE •'F E p'•,y 1 �� WATER: PUBLIC 25,204 SF 436.97 19+ p w - - - �, INV:829.84 O 9 1 D'X7D' 20 - SEWER: PUBLIC SIGHT ESMT ESMT• 5 \ w rn 200 1-6"PLUG W/CONC STREETS: PUBLIC = L 1 'x2 31,935 SF 10,�� c _ 19701 I I D 0 _ 1$+Op w p0 v WIL c =102 22 �lo I THRUST BLOCKING PROPERTY INFORMATION:SIGN ESMT L-195.76 - 6 - R-368.00 1-6"x6"HYD TEE PIN NUMBER:5861985865 DIA KEY NOTES ZONING: CM 'F G1��k-4' y R=600.00 2-6"GATE VALVES S85°-� 4-18.69 \ DID 1-FHASSEMBLY ACREAGE: 9.94 '.,��'" �J,�,` o (DI €• - -'- - 31'11.95"E - 1-f+00 }' 01 13 G) - I OA NEW TAPPING SLEEVE AND VALVE. COORDINATE TIE-IN TO EXISTING �. £ M.CN"" 442.32 _ - - - / w k \ 12 25,044 SF m�� MAIN WITH THE DAVIE COUNTY UTILITIES DEPARTMENT. BACKFILL TO BE I��" t` I - - ' \ 24,296 SF M-U) I to N ° PROPERTY OWNER/ DEVELOPER: �o "' G -'- +Dp w \ 11 'K.0 J v r` COMPACTED TO 100/°OF MAXIMUM DRY DENSITY.CONTRACTOR TO FIELD BALTIMORE RE,LLC 11+00 12+Dp o 1 M O \N �I�22,126SF co o LOCATE AND VERIFY SIZE OF EXISTING WATER LINE AND NOTIFY 802 NORTHERN SHORES LANE I J H o o o s w P K \,a I o cD ENGINEER OF ANY DISCREPENCIES. GREENSBORO,NC 27455 1-6"x6"TAPPING 10 00 M _ o> - o +00 ��• 1.1D �J \ I LU o c� a I- � 14+00 � 15 M P, R � �\- I W W � PHONE:(336)408-6438 SLEEVE&VALVE w w w w -I -• - - w w gIN .H•t5p;pUBL� 10 \ I m (� ° N OB USE'U'CONNECTION AT EXISTING WATER MAIN TAP CONNECTIONS. SEE CONTACT: ROBERT BALDWIN USE"U"CONNECTION 6„ M 5 p0 G� \ 2 Z z - DETAIL 2.06 ON SHEET C6.6. email:stillwaterhomesnc@gmail.com _ _ oo Pvc w/L w M� 19,955 SF m\ m B �' - 6"z6rH DTE o-'-.- - w w w CIE 1-6"x6"HYD EE 9 Y H a p A X "GAT VAL E -'-'- - -. - - - - - 10 UT\` 1-6"GATE VA VE •O \ Q OC NEW 4'DIAMETER CONCRETE MANHOLE BUILT OVER EXISTING LINE IN ENGINEER: _ 17,785 SF �-A -� m ACCORDANCE WITH THE DAVIE COUNTY UTILITIES DEPARTMENT FOR ALLIED DESIGN,INC. 1-FH ASSE Y L=110.82 - - - ......- - 1-FH ASSEMB Y \ N RAY F. SPARKS \ o TIE-IN OF PROPOSED SANITARY SEWER. BACKFILL TO BE COMPACTED TO 4720 KESTER MILL ROAD F N81° 6'52.74"E R=500.00 8 ° DOROTHY H. SPARKS m� O 64.4 1 4-12.70 S85°31'11.9 "E 15,614 SF \ \ N v� I 95/°OF MAXIMUM DRY DENSITY. WINSTON-SALEM,N.C.27103 PIN:5861994219 C m 14,851 SF 214.36 \ \ N J PHONE: (336)765-2377 DB 0087, PG 0040 Z Z 0 I 2 7 \ OD NEW SUBDIVISION SIGN IN ACCORDANCE WITH DAVIE COUNTY CONTACT:STEVE M.CAUSEY o r 0 1.- 16,375 SF 10,474 SF 4 6 14,722 SF \.` w STANDARDS. email: scausey@allied-engsurv.com o� W �o 10,461 SF 10,595 SF 11,893 SF O NEW STOP SIGN IN ACCORDANCE WITH NCDOT STANDARDS. Z 10'x70' X n Z SIGHT ESMT OF NEW STREET SIGNS IN ACCORDANCE WITH NCDOT STANDARDS. 0 J LLI Q O m O NEW 24"WHITE STOP BAR IN ACCORDANCE WITH NCDOT STANDARDS. Q lcl� ry- O NEW LIGHT DUTY ASPHALT PAVEMENT. PROVIDE 2"S9.5C SURFACE NEW SANITARY SEWER IN SCREENED (D c) Q 250.97 COURSE ON 8"COMPACTED ABC BASE COURSE. BACKGROUND SHOWN FOR - Y V o �o REFERENCE ONLY. REFER TO SHEETS W a Z 00 6 o N85°38'15.94"W CONTRACTOR SHALL BORE AND JACK BENEATH GUN CLUB ROAD. �l PROVIDE 25 LF(MINIMUM)16"STEEL ENCASEMENT PIPE(0.250"WALL C8.1-C8.3 FOR DETAILED DESIGN. W 0 THICKNESS). BORE SHALL BE IN ACCORDANCE WITH NORTH CAROLINA 157.84 / 641.36 DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. (Ifo z N86° CO N85°28'25.12"W PROVIDE MECHANICAL RESTRAINED JOINT PIPE AND FITTINGS FROM O Z OS'26.07"W DEBORAH P. TAPPING SLEEVE AND VALVE TO 40'MINIMUM BEYOND THE END OF THE LLI Q Z 1 CORNATZER DEBORAH P. ENCASEMENT PIPE. DUCTILE IRON PIPE-TR FLEX RESTRAINED JOINT J PIN:5861981445 DALIA PICA / J 1 CORNATZER PIPE MAY BE USED. \ JAMES 1 RICHARP PICA I DB 0437, PG 0922 PIN:5861984266 __-__-__ Q m = Q PIN:5861980 4 DB 0096, PG 0295 DB 1227, PG 0648 / PROPOSED BUA GENERAL NOTES z HOME: 2,250 SF ILL 1 DRIVES: 800 SF 1 1. ALL DEVELOPMENT SHALL CONFORM WITH THE DAVIE COUNTY ZONING m SIDEWALKS: 350 SF REQUIREMENTS. FUTURE: 400 SF I w TOTAL: 3,800 SF co 1 2. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT AND FACE OF BUILDING, UNLESS OTHERWISE NOTED. 3. BOUNDARY INFORMATION HAS BEEN TAKEN FROM A SURVEY PREPARED BY ' 40' I ALLIED LAND SURVEYING CO. P.A. I I 10' 10' 4. EXISTING CONTOUR INTERVAL= 1'. PROPOSED CONTOUR INTERVAL= 1'. I PROPOSED 1 5. CUL-DE-SACS ARE REQUIRED TO BE NO LESS THAN 200'IN LENGTH AND rn m U NVIELOPE I CD GREATER THAN 1,320'. I? U c:) 1 6. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND. N N 20'11 120' 7. DRIVEWAYS FOR LOTS CAN NOT BE WITHIN 30'OF STREET INTERSECTIONS. o I I GENERAL UTILITY NOTES O m 20'FRONT SET ACL 1 1. ALL WATERLINES SHALL BE INSTALLED WITH A MINIMUM OF T-D"OF COVER, UNLESS OTHERWISE NOTED ON THE DRAWINGS. CONTRACTOR F_ 00 0 1 1 1s 1 o SHALL BE RESPONSIBLE FOR THE ROUTING OF THE WATERLINE ABOVE OR BELOW STORM DRAINAGE/SANITARY SEWER LINES TO MAINTAIN W U Lu 20 0 I M 18"MINIMUM VERTICAL SEPARATION AS WELL AS MINIMUM COVER REQUIREMENTS. 0 Q W of 0'- 2 Q o w I 2. MAINTAIN 18"MINIMUM VERTICAL SEPARATION BETWEEN WATER AND STORM DRAINAGE PIPES, 18"MINIMUM VERTICAL SEPARATION BETWEEN 0- 0 U 0 1 0 1 WATER AND SANITARY SEWER PIPES AND 24"MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND STORM DRAINAGE PIPES. ao R/VV 3. ALL PRIVATE WATER AND SEWER SERVICE CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA BUILDING CODE(LATEST Lu EDITION)AND TO DAVIE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS. SEE DETAIL 3.01 ON SHEET C6.6. I W W I I 4. ALL WORK SHALL BE PERFORMED/INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 00 m (If PROPOSED STREET Q Q rn 5. CONTRACTOR TO COORDINATE ALL UTILITY TIE-INS TO EXISTING WITH DAVIE COUNTY UTILITY DEPARTMENT. U) U) (DUr= o a z z z U) o(D ++ ❑ 6. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL BE REQUIRED TO HIRE A THIRD PARTY )VC @ 2.63% I Q 0_ ti 1 M UTILITY LOCATOR TO FIELD DESIGNATE UTILITY LOCATIONS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR co a W = °D 1 / ___ __ __ __ _R/W __ ___ Y I VERIFYING ALL PROPOSED UTILITY CROSSINGS. THE CONTRACTOR SHALL EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN z U z o 0 0 Q z - UNDERGROUND UTILITIES. NOTIFY ENGINEER IMMEDIATELY IF ANY ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE A REVISION TO F w � w w TYPICAL BUILDING LAYOUT < > a 00 Q of THE DESIGN. 5; Of o 0 Q Z I NOT TO SCALE I �' W w w z z 0_ o co ,0 0 z I 7. COORDINATE ROUTING OF ELECTRICAL SERVICE WITH LOCAL UTILITY COMPANY. X w w T = KEITH J. DULA Q a o o 0 v k a 8. COORDINATE ROUTING OF NATURAL GAS SERVICE WITH LOCAL UTILITY COMPANY. o LU w � o PIN:5871092297 °j L=32.57 / DB 1119, PG 0703 BALTIMORE RE PIN: JAMES KIRK OVERCASH _ CO w w R=393 co } PIN:5871098480 DB TERESA TEDDER OVERCASH Z I 9. COORDINATE ROUTING OF TELEPHONE SERVICE WITH LOCAL UTILITY COMPANY. W of A=4 7 1195, PG 47 PIN:5871099078 0 o W 10.COORDINATE ROUTING OF CABLE SERVICE WITH LOCAL UTILITY COMPANY. v v v DB1211, PG910 + w CD 0 S87°�1 112 E M N N N 13.3 11.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY FEES. Q M v rn S88° 17'58.99"E 349.98'8"SDR 35 PVC @ 8.92% I BALTIMORE RE,LLC r\ o 71.11 INV:751.57 PIN:5871098480 0 o o 320.00'8"SDR 35 PVC @ 9.44% 5" C X- DI 2 'PUBLIC SAN 12.STABILIZING STONE TO BE PLACED AS REQUIRED BY GEOTECHNICAL ENGINEER WHEN CONDITIONS WARRANT. INV:829.65 INV:822.06 15"RCP TOP:816.86 DB 1195, PG 47 - - ------------ SEWER ESMT FENCE UNDER CONSTRUCTION I I 209.44'8"DIP @ 0.50% 109.39'8"SDR 35 PVC @ 4.59% z Q 00 U _ 20'PUBLIC SAN 13.A DAVIE COUNTY UTILITY INSPECTOR SHALL BE PRESENT WHEN MAKING OR TERMINATING WATER AND SEWER CONNECTIONS INTO NEW OR 21+00 WM -'-'-' - - - - -•-•-•...... _ SEWER ESMT EXISTING WATER LINES. ALL CONSTRUCTION, MATERIALS,AND SANITATION PROCEDURES SHALL MEET OR EXCEED THE REQUIREMENTS OF - 22+ a- - - - - - - - - - - =-'- - - - RIM:768.88 THE NORTH CAROLINA PLUMBING CODE AND THE DAVIE COUNTY STANDARDS,SPECIFICATIONS AND DETAILS. - - - -24+.QD.- - - - - - - - - C 26+,00 x INV IN:758.10 �- I- -I - - 27+.D4.- - - -21: .-. w x\ S2°38'08.68"W --- - T - - -�- - I- =I' - - -• _29+.QQ, _ _3Q+, x x +OpC INV OUT:757.98 14. REFER TO SHEET C4.1 AND C4.2 FOR DETAILED STORM DRAINAGE INFORMATION. SITE 5:. P 50.12 INV:824.5715"CPp CRUSHED CPP - �� _ �- - I- -'-- �_ _ - 31+.00,- 33 - - - - INV:829.84 TELL - - - -I I I 3 - -�- - �\ O 15.ALL EXCAVATIONS SHOULD BE SLOPED OR SHORED IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REGULATIONS, INCLUDING OSHA OVERALL 1-6"PLUG W/GONG PED � - x x > - x - _ / X 5 EXCAVATION TRENCH SAFETY STANDARDS.THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. �ry THRUST BLOCKING BINGHAM AND PARKS RD x / \ / UTILITY x I22 I (50'PRIVATE R/W A•- I 1-6"x6"HYD TEE ) INV:750.63 N o•\ \ / / s \ \ m \ PLAN Z.< 2-6"GATE VALVES w \ \ / " �I� 1-FH ASSEMBLY BALTIMORE RE,LLC m �. \ / s / SF n'Ir" \ H. WARNER STARKEY m'� I KAITLYN PENNY \ REED A. PHILLIPS Q N N\ / / �I� I N LAUREN V. STARKEY JAMES E. MONROE Z PIN:5871D89895 ��, s �.0 L c:' DANIEL SEAN PENNY PIN:5871083834 PIN:5871D85778 ANNA B. PHILLIPS DB 1268, PG 217 SEMEN]\ s/ - / SHEET F- o PIN:5871082718 \ DB 0794, PG 0545 / DB 1127, PG 0868 PIN:5871087851 cy o T�`��EEj / GRAPHIC SCALE Of 3- I DB 1020, PG 1092 \ \ DB 1035, PG 0063 b 10j I W W 00 v N / s - / RIM:768.82 sa 0 30 so 120 2�0 z N \ / RIM:756.78 5 /OKEDR. INV IN:756.92 C5 . 1 aa / \ \ INV: 748.28 s/ cN_N\DDESR�55 O FilWl INV OUT:756.88 C m / \c s `5p PUB ( IN FEET ) s 1 inch - 60 ft.