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HomeMy WebLinkAboutSWA000161_Plansheet C3 - Proposed Conditions_Site Plan_20221005C;n' PI IRI I(' RIGHT nP \A/OV LHIVUJI.HF'C PAVEMENT SCHEDULE MEDIAN O 1.5" S9.513 © 1.5" S9.513 MINOR RESIDENTIAL STREET © 8" ABC (AGGREGATE BASE COURSE) TYPICAL CROSS SECTION PER TOWN OF ANGIER STD. ROW_05 NTS N/F ANGIER UNITED ETHODIST CHURCH LHIVUJI.HF'C MEDIAN 24' 70' 10 10' X 70' R= 0' =30' SIGHTTRIANGLE (TYP.) RAN RM 25'R 25'R R= 30' R= 30' STOP EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EXISTING ROAD RAN RAN RECOMMENDED ROAD CONNECTION STOP CONDITION UTILITY STRIP a I 00 G7 J m O ZD a Q m bto V 0 .z TU R PENNY SIMPSON D.B.2169 PAG TU ER D.B.1199 GE 1 PI # 0673-98-3101 1828 PAGE 93 # D.BS3567 PAGE 999 PIN 0683-0 1747 PI 068 -070 PIN# 0683-07-2862 .`� N/F INSTALL BECKY & JANIS BUTTS N/F N/F D / D.B.2138 PAGE 193 MAN LUN DON & CAROL LANG N EX M0 - 16 B.401 DIAOND 9 PAGE 126 D.B.1118 PAGE 26 CHRI TOPHER JOHN CREGAN D.B.3 PAGE 696 IN# 0673- -7684 c J / 1 II` l l l l l u F APRIL PHILLIPS D.B.359 PAGE 829 PIN# 06 3-97-7497 1jZE' D6 3 FI ,E 100 PI 73 738E 14 5' CENTERLINE TO BACK OF CURB IN F (1/2 OF 29' B-B) JIMMY FO E D.B.240 P GE 303 PIN# 06 3- 7- 296 5 / N/F 1 JAMES CONNIE JOHNSON D.B. 166 PAGE 509 /PIN# 0673-97-7075 N/F M &6ONNIE OHN 3PA509 90:PI7 J770 JOH JAf B47 .250 PA 91 FUTURE JRRENTLY It )NSTRUCTIOI ANGLEWOOD iUBDIVISION I EX. H F RICHARD & AM RICHARD AMORET N/F v p IN# 068 -07- 05 PIN# 0683-07-8928 + 8809 "E 4 EX.MH15 T IPS 60 51 2 79' 51 '(BEN ® BUFF E C ' Ell (BEN 51 52 97.49'53' S1 4 54 67 E S88°06' " 117 30.4 48' 30? I I 7,3 8 SF J o� I 39 I 3 ri "� 37 I 36 35 - 34 I I 8,392.67 SF 7,029.26 Sri 6,950.60 S 858.88 SF "6,767.88 S r1i6,712.06 S I 33 32 I 31 30 29 28 N 27 26 25 .17 AC 3 ' 6,629.72 S 546.37 SF 61463.03 S o ao 9,5 .58 SF 6,504.96 S J6,541.05 SFI76,207.00S Fj 84.72SF 6,486.71 SF 7,039.42 SF 0.19AC 0.16AC � 0.16AC 0.16AC 0.16AC 0.15AC 0.15AC 0.15AC -do 015AC ( T,• II I I I I I I 6; 0.15 AC I 0.15 0.14 AC 0.15 AC 0.15 AC � 0.16 AC � / 0.22 AC I o �f 10'X7 IL-,.,- o LHADICAP I 3w- IOSK AND F qN �E I�/ p CCESS / UTILT"NE SEME T R R i� R P Lp- 5V - 1'- -5 ' - �' - -51'-- LP-5� - - 51, -51- - of - - -53'- L 5� - - 4 - - 5# - 0 u'. / ,tLl 4 � 1 E PROPOSED HORSESHOE PL. m I 50' PUBLIC W �m 'c 30" VA Y GURB c�� 0.17A 00 44:- - 59 I _ �3=O5'TjN RE ANNTR �N EP _ I SPEED -1F_ F_ _ RAM j f ROPOSED SIGN SKIN / 53 I ANDI AP EASEMENT I I I I I I 6/01 540 MP 7 16 ASF 40 45 rI47 48 49 50 51 52 0 905.10 SF 8,296.96 SF p'0.17 9 SFj �,542.69 S r'0.17 AC 542.69 F p 0.17 AC F r 0417 AC 2.69 F� I 0?17 AC 5.52 F I I 0417 AC F� 04107 AC .99 F j 10.17 AC 542.69 F 0417 AC 2.69 F I T0.17 AC 188.44 SF I � 54 3 6 0.150ACF I �0 0.23 AC 0.19 AC I 0.17 AC I 0.17 AC Ce.I I 304 r 0.1.1ACSF 4- rn 19 w 67' 55' 5 50' 50' 50' 50' 32' ` `t 7,609.37SF N �n 0 50 50 50 50 50 50 50 0 2 55 l / 0.17 AC" I Z 11 + o 7,656.27 SF 56 / 68 0 67 66 `n 5 64 63 62 61 LO 60 59 LO 58 In 57 0.20 64 S 0.18 10,245.21 SF 7,978.86 SIF I �7,756.75 SFI 1,7 SFI T7,758.55S I� I7,757.21 SF T7,757.21 Sl� �7,759.64S F� �7,758.24 SF� 7,760.24 S 7,762.16 S 9,411 3 SIF 0.24 AC 0.18 AC 0.18 AC II 0. 8 AC 0.18 AC II 0.18 A v - 0.18 AC I 0.18 ACI 0.18 AC I 0.18 AC 0.18 AC 0 AC 1 7,6973 10'X70' SI HT I a I f '0.18 TR1AflLGL L� L� __j pW EASE GCE -' -- -5( - Uj ITY OFOt1T R -5� - - n° - -50'- -5(7` - - 56 -0' - C ALK/ / 16 PROPOSED HORSESHOE PL. m - 303.10 -- -- - - - , - - � --� '� 0.17 C 50 PUBLIC R W m 0 VALL \ / 15 38 -- 7SIGN -5-FILITY/NEASEME T R0.1 CE B P � LPMI� v � F � F \ \ ,CE ROPOSE SIGN \ 4 �/ 0 6 AC W EASEMEN / + I 81.64 / WATE 'I 0.15 / / m I� I I Ln � �0 8 I 9 6,338.15 Sd 204.7 F I 2.04 + 7 0.1777C PC x ) 1 Ln 2 3 4 5 6 7 6,236.37 Sf� 0. 4 AC 0. C M r T 6,875.07 S 0.16 AC I � N 9,622.12 SFI 17,739.05 Sf 7,889.39 SF� 17,861.73 SF 17,753.01 Sl� T7,548.84 SF 7,246.91 SFj I 0 14 AC I / I I I 0.17 AC I 0.16 AC j / 0.22 AC 0.18 AC 0.18 A" 0.18 AC 9 0.18 AC 0.17 AC t X.F�i I c , /. 52, 50 IPS �+ 63' 51' 51' C1 I P 16+ 0 - - - 24.n \ \ ONE- wl-.� c2 ' �.-• . CAIPS Iry r�r-- 11+ +Op 13+0 80 14+0 5 :1 ST L BAC of 2- N S 8x00 N F / TO BACK OF CURB N/F S ARLI T OME NC LC 3S , 'STARLIGHT HOMES NC LLC D. .408 P 89 o q J D.B.4083 PAGE 895 PIN 06 3-0 -59 3 IPS z J 0) o J -o . J Lo o J L v m 00 c� rn z 00 PIN# 0683-06-4912 N F / / 9x N F _) Z00o0 zooms 0000c000 14 z00 �w j' STAR IGHT HO ES C L TARLIGHT HOMES NC LLC N I w CD `° of \o a D B.4083 G P N# 06 -0 -6 89 2 M D.B.4083 PAGE 895 u- O Ill Q o o �0 a z N# 0683-06-0829 z= r) 00 \o M Z��� z a: n z= n 00 00 00 ~o00C°o (D0 �_0`)Oc00o �� ~moo =ono U� 6 N/F RLIGH HOME Jmzo o � � Jmk _j°t r'0T QaQa U) �O B0 PAGE 8 PI 067 - -9862 U) Q v U) K THRYN'S RETREAT.,, SU DIVISION v� I o � e o � a• I KATHY MAE CT .G 0' PUBLIC R/W v IPS p �R " WETLAND AREA 1V/0 0 N/F/ P A SA EL S PHEN EIRS ' #3500 0683 6E 73'u / i L.] i 1z FOR REVIEW ONLY - NOT FOR CONSTRUCTION VICINITY MAP (no scale) CURVE TABLE CURVE LENGTH RADIUS DELTA CHID. BRG. CHD. C1 28.38 25.00 65°02'27" S28°26'45"E 26.88 C2 12.31 25.00 28'13'19" S83°06'37"E 12.19 C3 212.25 1393.03 1 08°43'47" N85°51'23"E 212.04 C4 161.98 363.84 25°30'31" N85°45'16"W 160.65 C5 68.50 230.33 17°02'25" N67°37'07"W 68.25 C6 184.39 175.00 60'22'14" N32°03'09"W 175.98 MINIMUM REQUIRED SETBACKS DEVELOPER R-6 ZONE JAMES JOHNSON LLC - FRONT = 20 FT JAMES JOHNSON - SIDE = 5 FT PO BOX 310 - CORNER AND REAR = 15 FT ANGIER, NC 27501 - MAXIMUM BUILDING HEIGHT = 35 FT STORMWATER CONTROL AND MANAGEMENT IMPERVIOUS CALCULATIONS IMPERVIOUS AREA FOR LOTS TO BE LIMITED TO 3,000 S.F. SITE DATA TOTAL TRACT SIZE 16.20 ACRES (705,672 SF) PROPOSED DENSITY 4.20 UNITS PER ACRE INC PIN 0683-07-3454, 0683-06-0336 DEED BOOK AND PAGE 2613 : 0706 ZONE R-6 NUMBER OF PROPOSED LOTS 68 AREA IN LOTS 11.66 ACRES (507.910 SF) AVERAGE LOT SIZE 0.17 ACRES (7,469SF) AREA IN RIGHT OF WAY 2.18 ACRES (94,907 SF) OPEN SPACE PROVIDED 2.36 ACRES (102,888 SF) %OPEN SPACE 14.5% LINEAR FEET OF STREETS 1,908 LF MINIMUM REQUIRED LOT SIZE 6,000 S.F. MINIMUM PROPOSED LOT SIZE` 6,207 S.F. MINIMUM REQUIRED LOT WIDTH 50' MINIMUM PROPOSED LOT WIDTH 50, IMPERVIOUS IN STREETS 56,628 SF IMPERVIOUS IN LOTS 204,000 SF IMPERVIOUS IN SIDEWALK 27,273 SF IMPERVIOUS IN KIOSK 39 SF TOTAL IMPERVIOUS 287,940 SF SITE PERCENT IMPERVIOUS 40.8% NOTE - WATERSHED HUC8 ENCOMPASSES WHOLE SITE 12,688 SF OF DISTURBANCE WITHIN 100-YEAR FLOOD PLAIN NOTES: PRESENT LAND USE IS RESIDENTIAL, VACANT, WOODED AND FALLOW. - STREETS WILL HAVE A 50' R/W. - ALL RADII AT STREET INTERSECTIONS ARE 25' - ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO THE TOWN OF ANGIER STANDARDS. - STOP SIGN, ROAD SIGN AND 25 MPH SPEED LIMIT SIGN TO BE INSTALLED BY DEVELOPER. - WATER SYSTEM WILL BE MUNICIPAL WATER SYSTEM. - SEWER SYSTEM WILL MUNICIPAL SEWER SYSTEMS. - ALL TOWN OF ANGIER EROSION CONTROL MEASURES WILL BE COMPLIED WITH DURING CONSTRUCTION. - ALL GRADING FOR PROPOSED STORMWATER POND TO BE CONSTRUCTED OUTSIDE OF EXISTING TOWN SEWER EASEMENT. - ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH DURING CONSTRUCTION - ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL - TOPO TAKEN FROM NORTH CAROLINA SPATIAL DATA FROM FLOWN LIDAR AND SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS. - CONTOUR INTERVAL IS 2' - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED. - BOUNDARY INFORMATION TAKEN FROM STEWART-PROCTOR SURVEY MAP. - FLOOD PLAIN DEPICTED TAKEN FROM THE NORTH CAROLINA FLOOD RISK INFORMATION SYSTEM, MAP NUMBER 3720066200J, ZONED AE, WITH AN EFFECTIVE DATE OF 10/03/2006 - THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE OF THE OPEN SPACES IN THIS DEVELOPMENT INCLUDING THE WET POND AND ALL DRAINAGE EASEMENTS. - OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION. - ROADS AND INTERSECTIONS WILL NEED TO COMPLY WITH ALL TOWN OF ANGIER. - MAXIMUM IMPERVIOUS LIMIT MUST BE SHOWN ON EACH LOT PRIOR TO FINAL PLAT APPROVAL. - STREET NAME(S) MUST BE APPROVED BY GIS PRIOR TO FINAL PLAT. PLAN IS SUBJECT TO REVISIONS DURING THE CONSTRUCTION APPROVAL PROCESS GRAPHIC SCALE 60 0 30 60 120 240 ( IN FEET ) 1 inch = 60 ft. Oz CV SEAL: CAR9 SEAL �:• 22024 0-09-202 00 I OCL O � �NLd z O) z Q� Q Uz I t z cj� � C� z w Q 0 t CL W z 0 J p N W LLI W ZZ O N T 04 Z Q Q w __�(, M W� U� z p� p� z Huj !n F-- H awwmw W W � z uj w mm 0 a <a r O= ao O aa z 0 V 1 CO Q z J O Q " H z M o J Q w c� Z w O p 0 Z O F_ W 0 z F_ C-3