The URL can be used to link to this page

Home My WebLink AboutSW3220402_Plansheet 2L-1 - Cover Sheet_20220627PLAN NOTES LEGEND DEVELOPMENT DATA - - PROPERTY LINE 100 YR. FLOODLINE PARCEL # 404 138, 404 001 1. THIS PROJECT WILL BE SERVED BY CITY OF SALISBURY WATER. - - - - - - ADJACENT PROPERTY LINE (based on 1979 FEMA maps) EXISTING ZONING . . . . . . . . . PUD (CUD), 1-1 SEWER WILL BE PROVIDED BY A LINE CURRENTLY OWNED BY THE EXISTING STREAM FEMA FLOOD PANEL MAP #. . . . . . . . . . . 371056 6700J TOWN OF FAITH. DESIGN STANDARDS AND SPECIFICATIONS FOR PHASE LINE TRAIL (DATED 6-16-2009) WATER AND SEWER IMPROVEMENTS SHALL CONFORM TO THE \\ - - - - - - PROPOSED RIGHT OF WAY 46 LOT NUMBER TOTAL SITE AREA . . . . . . . . . . . . . . . . ± 108.8 AC. REQUIREMENTS OF THE CITY OF SALISBURY AND THE TOWN OF I ROW TO BE DEDICATED . . . . . . . . . . . . . ± 0.10 AC. FAITH. THE SANITARY SYSTEMS WILL BE MAINTAINED & OPERATED ' NET SITE AREA. ± 108.7 AC. BY THE TOWN OF FAITH. / 2. DEVELOPER WILL SECURE ALL APPROVAL PERMITS FROM LOCAL, PROPOSED AREA WITHIN ROW ± 6.8 AC. STATE, AND FEDERAL AGENCIES PRIOR TO STREAM OR WETLAND , I \ ' IMPACTS. PROJECT WILL COMPLY WITH ALL REQUIREMENTS OF CHAPTER 7 OF THE UDO. - - I PROPOSED USES: SINGLE-FAMILY (SF) FEMA 1 % / - MULTI -FAMILY (MF) 3. ALL BUILDING PADS SHALL BE ABOVE THE 100 YR. FLOOD CHANCE FLOODPLA / I COMMERCIAL (COM) ELEVATION. BOUNDARY DENSITY 4. PROPOSED UTILITY LOCATIONS ARE BASED ON PRELIMINARY ? / GRADING AND ARE SUBJECT TO CHANGE. / SINGLE-FAMILY 5. DEVELOPER SHALL PROVIDE A LANDSCAPE EASEMENT AROUND / 6 / PROPOSED SITE ACREAGE . . 99.9 AC. ALL PROPOSED MONUMENT WALLS/SIGNS. PROPOSED ��Fj MAXIMUM ALLOWABLE UNITS** . 250 UNITS MONUMENTS SHALL BE LOCATED OUTSIDE OF ALL SIGHT FEMA MAP NUMBER 3710566800J PG jam/ ♦� - _ X PROPOSED UNITS 250 UNITS DISTANCE EASEMENTS. EFFECTIVE DATE: JUNE 16, 2009 yej �' ■ - '- - ` 6. PROPOSED TRAILS SHALL BE 5' WIDE WITH RECYCLED CONCRETE FEMA MAP NUMBER 3710566700J / + IN FLOODPLAIN AREAS. TO BE FIELD DETERMINED, THEREFORE EFFECTIVE DATE: JUNE 16, 2009 $6 1 EXACT LOCATION AND LENGTH IS SUBJECT TO CHANGE DUE TO l26.024 Acres ' � • 44 ' FIELD CONDITIONS. � / - ` 3 7. DEVELOPER SHALL PROVIDE A SIDEWALK EASEMENT IF SIDEWALK (INCLUDES AREA WITHIN / �/ •, -+ / +, ' IS CONSTRUCTED OUTSIDE OF THE PROPOSED RIGHT OF WAY. APPARENT DEED OVERLAP) [ � � l ' 43 THE EASEMENT SHALL BE LOCATED 2' BEHIND THE OUTSIDE EDGE / \ ' �� B P i , % 3 OF THE PROPOSED SIDEWALK.-- 8. DEVELOPER SHALL PROVIDE A T WIDE GUARDRAIL EASEMENT WHERE THE GUARDRAIL IS LOCATED OUTSIDE THE STREET RIGHT-OF-WAY.- 9. LOCATIONS OF STREAMS SHOWN ON PLAN ARE APPROXIMATE ' AND SUBJECT TO VERIFICATION BY STATE AND FEDERAL / /EX. D i '-+ / 7 - AGENCIES. \ 10. PLANS FOR THE FUTURE DEVELOPMENT MULTI -FAMILY AND \ \ U 01 N COMMERCIAL) SHALL BE APPROVED BY HE TOWN OF GRANITE QUARRY PLANNING BOARD. - 11. PROPOSED LOT LINES AND UTILITY LOCATIONS AND EASEMENTS \ \ / - - _ �� , �• ` ♦ n , SHOWN ON THIS PLAN ARE PRELIMINARY AND SUBJECT TO - _ - _ 51 + ` 3 - _ _ 1 I MODIFICATION DURING FINAL DESIGN STAGE. IF REQUIRED BY / / / `� , I _+ __ + REVIEW AGENCIES, MODIFICATIONS OF THE ROAD ALIGNMENTS / ( + ` ' SHALL BE ALLOWED WITHOUT A PRELIMINARY PLAT REVISION. / • �' i 'LLI ' i 6 24 14 12. LOT DIMENSIONS SHOWN ON PLAN ARE ROUNDED TO THE i cn _ ` i + NEAREST TENTH OF A FOOT. / Q - 13. STORM WATER MANAGEMENT SHALL MEET OR EXCEED \ 54 f X _ REQUIREMENTS OF SECTION 10.3 OF THE TOWN OF GRANITE �i' 00J \ , G QUARRY LIDO. `� . /� y1PyJ� / a wl N IZ ~ S + 14. FIRE PROTECTION SHALL BE PROVIDED PER SECTION 10.4 OF THE ' OQ�p� _ _ - - - - - - \ / IN \�� , 1LU IU) ILU ♦ 15. UDO. ALL ROADWAYS SHALL BE CONSTRUCTED TO COMPLY WITH ' \ �� / / la d 1 a XI T 7 , , 12 NCDOT STANDARDS UNLESS MODIFIED BY THE TOWN OF GRANITE , Ply M # 3 5 + **DENSITY NOTE: MAXIMUM ALLOWABLE UNITS IS TAKEN FROM PUD REZONING PLAN DATED 10-29-07) SINGLE FAMILY LOT PHASING LYERLY PONDa RD CHATHA- 0 z VICINITY MAP - NTS PHASE 1 ..................... 118 LOTS PHASE 2. . . . . 132 LOTS PUD DIMENSIONAL REQUIREMENTS COMMON OPEN SPACE (COS) SINGLE-FAMILY DETACHED COS REQUIRED 15% OF SITE (16.29 AC.) MINIMUM LOT SIZE . . . . . . . . . . . . . . N/A MIN. COS PROVIDED . . • • • • • • . . . 35.8% OF SITE (38.9 AC.) MINIMUM LOT WIDTH . . . . . . . . . . . . . 50, . . . . . . . . . . . . . . MINIMUM STREET FRONTAGE. . . . . . . . 25' MINIMUM FRONT SETBACK. . . . . . . . . . 15' MINIMUM SIDE SETBACK. 6' MINIMUM SIDE SETBACK (CORNER). . . . . 12' DEVELOPMENT DATA (PHASE 2) MINIMUM REAR SETBACK. . . . . . . . . . . 20' MAXIMUM STRUCTURE HEIGHT. . . . . . . . 40' TOTAL PHASE ACREAGE . ± 57.65 AC. TOTAL PROPOSED UNITS . . . . . . . . . . . 132 UNITS MULTI -FAMILY DETACHED MINIMUM LOT SIZE . . . . . . . . . . . . . . N/A MINIMUM LOT WIDTH . . . . . . . . . . . . . N/A MINIMUM STREET FRONTAGE. . . . . . . . 25' MINIMUM FRONT SETBACK. . . . . . . . . . 15' MINIMUM SIDE SETBACK. . . . . . . . . . . 6' MINIMUM REAR SETBACK . 20' MAXIMUM STRUCTURE HEIGHT. . . . . . . . 40' OTHER USES QUARRY LIDO. \ / ��J W I ■ ~ 5 61 + MINIMUM LOT SIZE . . . . . . . . . . . . . . N/A MINIMUM LOT WIDTH. . . . . . . N/A 16. THE BMP STORM DRAINAGE EASEMENT WILL BE MAINTAINED BY �y1P' THE HOME OWNERS ASSOCIATION. TEMPORARY BENCHMARK O� COS (SEE IN 3 w Do BDU DARY Typ.) MINIMUM STREET FRONTAGE. 25' TOP OF REBAR IM w \ , 1056 _ / I MINIMUM FRONT SETBACK. 0-15' 17. VEGETATED SETBACKS ARE REQUIRED BY NCDEQ [PER SECTION I I\ 15A NCAC 02H.1003(4)] ON ALL REGULATED STREAMS (PERENNIAL N-679,150.4002'�" MI '� - ' i 1 MINIMUM SIDE SETBACK. 6' AND INTERMITTANT). VEGETATED SETBACKS MAY BE CLEARED OR O E=1,562,504.1002' / ) ' _ MINIMUM REAR SETBACK. . . . . . . . . . . 20' GRADED, BUT SHALL BE REPLANTED AND MAINTAINED IN GRASS -��%� ELEV=731 .97EX I I i I I MAXIMUM STRUCTURE HEIGHT . . . . . . . 40' OR OTHER VEGETATION. �� TO` R mAr ND• \ - 62 NAVD 88 - 003 •T RE1Vl'ArN' I 7 i ' \� � 18. STREAM BUFFERS ARE REQUIRED BY TOWN ORDINANCES (UDO b STREAMBUFFER _ �' _ �' - - x FUTUREI I I SECTION 7.6.1 ON PERENNIAL STREAMS AND MAY ONLY BE SE�g J - X ) � � � MULTI -FAMILY ' DISTURBED FOR THE INSTALLATION OF A NARROW GREENWAY 74 �'`�o� ••'- \ \ , PATH. ,oCOS _ -- , - p , SITE I PHASE 2 ROAD LENGTH DATA ' X (TO BE PERMITTED------ / SEPARATELY) I - WINDING CREEK RD ±1,994 LF / �,•' �O� � \ \I 7 7 ' ` , I CREEKRUN DR ±1,085 LF 79 1 'A (7-) I / GREENWOOD DR ± 545 LF I QOS P e-o cm� I I I I FUTURE / i RED HOLLY RIDGE DR DR + 737 LF �, Q GGQ��\°�9<o� \ I ♦. I - + - , I COMMERCIAL I - RUBY PEBBLE ST ± 433 LF ETLAN �� 119 \ I \\� • I 7 M R EN Y I i I SITE i TO MAIN ' � � \�� \ � I , � I (TO BE PERMITTED UNDI U ED -- I � �• � , ----- \�\m ° ♦� _ _ I -- -_ , I SEPARATELY) , co (�* SETBACKS STREAM • • ' - -' Oy120 � �-•- G � � 4 ' i , � I ' TC ARY BENCHMARK � O \le �� ` . �• \ I XI TI G ■ x 03 , I SOUTH END OF -'� ` 250 ♦ ♦ // <y0 �� -1z . \ 2 : , + + I CONC HEADWALL I Ifr .. , ` O �•° �` \ - .� , ELEV=755.59 \` / ' 121 �G'� l0 9,L COS y�y• _ I NAVD 88 2003 I f� 167 ♦ �l� / . OZQ ♦ - - I X: WETLAND \ \ ♦ 9 O G I \ - - - - - - - _ -------------� �C� ( � - • T4 REaVIAI�N- - ',� > ,� \ � '' 122 �� 9� - - - - \ • � ' I x � , Q Fy [�IVD I,JRB.E 248 `, 168 `. , �♦ �! O ��'1� \ \ ♦� . i 0 k I E RA a Q \ 166 ♦ 123 C O 165 `r O ' �� 8 FUTURE FUTURE �G� 246 i 170 ' COS a y� \ / o�</ 164 ` ��'� 125 -G� \ ` 9 MULTI -FAMILY ' COMMERCIAL 245 / 9'A O ♦ ♦ L C GIN 3 \ \ ` SITE I \O /�LL �� ass \ + +i (TO BE PERMITTED I SITE �24)4 . F1126 P 5 g / -- - - - SEPARATELY (TO BE PERMITTED �/� ' 190 �'A,L O ♦ ♦l O ) I SEPARATELY - - - - ) I 243 / `� �` ✓fi 172 �� ♦ \ 127 GIP 6 , 62 �\. 1 128 ��` \ \ ♦ � , - - --- - 192 I O 161 / - - - - --- --- - - --- - - - - i / I I __� �� ♦ + U EMERGENCY �-- 193 '' 189 ------ /,\` 11 I g ACCESS #1 I 174 160 / � � � 129 � - - - �-9� < ` _ Z 1*30 \ woo, : T 11 15 9 a 8 SHEETSCHEDULE \:: m31 COVER SHEET....................................................................... 2L-1 EXISTING CONDITIONS &DEMOLITION PLAN.. 2L-2 O240 195 176 �j / \ ♦ 132 \ _� O------a 158 ► 144 % ♦\/, O `1 ` + I _ _ SITE PLAN........................................................................... 2L-3 _-�" \ '� 186 t- __--- / 01" \�` O \ � o.......................................................................... ----- 1707 ' --� / ` ♦ ' 133 ' + SITE PLAN 2L-4 239 _ 196 -----J 157 I--- ,' 143 ,� ` O ,- o \ ` 87 , ` 94 GRADING & STORM DRAINAGE PLAN .......................................... 2L-5 COS O 178 I __--- I O ,,/- GRADING & STORM DRAINAGE PLAN .......................................... 2L 6 S\ M '/ ''- 238 1 197------I O I- r------ �42) ♦ �� 4 ` . . . . .'. `7y, o __ INITIAL EROSION CONTROL PLAN .............................................. 2L-7 O ` 224 \ ; ` \ \ _ - �� 184 `\ ' 156 141 9 EROSION CONTROL BASIN PLAN 2L-8 .............................................. QC6 i 225 > I 237 198 - /\ I / ` - -� - - - - - C 135 �� - O , \ ` FINAL EROSION CONTROL PLAN ................................................ 2L-9 QO �P �`` ,/ `'� -_� - 155 j`� 2� 150 140 \ 1 .'....." ,a\ �"� FINAL EROSION CONTROL PLAN ............................................... 2L 10 O w ` 1 199 1 \ so. ° -__-__ ` cos �'' _ �' - . - `x STORMWATER BMP POND PLAN &DETAILS .................................. 2L-11 236 C 1 183, , , 179 i / `�o�p / -' STORMWATER BMP POND PLAN & DETAILS .................................. 2L-12 / , \ \9T� 180 I 154 `♦ ��A�L 151 `/ 139 136 ��` \� ♦• • i°' I / i ' 235 1 �200 , C181 r -` -----� �-' _�-- ■ DETAILS.............................................................................. 2L-13 ' , 1 �� - \ ■ ,/` 227 ,I� I O _ O �/C18I 153 ........'♦ , EROSION CONTROL DETAILS ........................................... 2L-14 137 EROSION CONTROL DETAILS 2L- 15 P, -- -- I- - - - - DRAINAGE DETAILS.............................................................. 2L-16 TEMPORARY BENCHMARK ` I I __-_............................................................. I _I \ 233 � 202 TOP of REBAR \\ GUARD RAIL DETAILS 2L-16A I -�+ \ N=678,447.5543' \ �' m\ /� I DETAILS.............................................................................. 2L-17 229 203 i E=1,562,904.6635' ---- �- -1_ _ I I O \ ` \ O ELEV=743.98 FEMA 1%/ANNUAL DETAILS.............................................................................. 2L-17A \ 232 O �� 204 -- �o�) NAVD 88 2003 CHANCE FLOODPLAIN STORMWATER DRAINAGE AREA PLAN ........................................ 2L-18 .�� _ ZONING NOTES RnUNDARY , 217 I 218 I I O II I ROAD PROFILES 2L-19 (TAKEN FROM PUD(CUD) ZONING PLAN DATED 10-29-07)22i2ROAD PROFILES AND STORMDRAINAGEPROFILES 2L-20AC219 O0 i �0)s 1. PROPOSED LOTS WILL MEET MINIMUM LOT REQUIREMENTS SET FORTH BY ARTICLE VI, SECTION 8 OF THE 9. A PROPOSED TURN -AROUND SHALL BE PROVIDED AT THE END OF ALL STUB STREETS THAT ARE LONGER 20B TOWN OF GRANITE QUARRY ZONING ORDINANCE. THAN 250' (MEASURED FROM PROPOSED INTERSECTION TO THE EXISTING PROPERTY LINE). ROAD PROFILES AND STORM DRAINAGE PROFILES 2L- . • • • • • • • • • • • • • 2. NON-RESIDENTIAL USES WITHIN THE PUD SHALL BE DESIGNED TO SERVE RESIDENTS OF THE PUD AND 10. DEVELOPER SHALL PROVIDE 5' WIDE SIDEWALK ON BOTH SIDES OF PROPOSED ROADS. ROAD PROFILES AND STORM DRAINAGE PROFILES 2L-20C O207 , NEARBY AREAS. LARGE SCALE ESTABLISHMENTS AND DEVELOPMENTS INTENDED TO SERVE THE ENTIRE 11. DEVELOPER SHALL PROVIDE DECORATIVE STYLE STREET LIGHTING THROUGHOUT PROPOSED DEVELOPMENT CLUSTER MAILBOX LOCATION PLAN 2L-21 I / *06/ 205 I COMMUNITY ARE NOT ENCOURAGED AND WILL NEED APPROVAL FROM THE TOWN OF GRANITE QUARRY. PER SECTION 10.2.3.5 OF THE TOWN OF GRANITE QUARRY UNIFORM DEVELOPMENT ORDINANCE (UDO). -- - 1 3. NON-RESIDENTIAL USES CONTAINED IN PUD ARE LIMITED TO THOSE CONTAINED IN 0-1, B-1, B-2, B-3 AND B-4 12. DEVELOPER SHALL PROVIDE STREET TREES (1 TREE PER 100 LINEAR FT.) ON THE PROPOSED ROAD CULVERT PLAN 2L-22 COMMERCIAL DISTRICTS. CONNECTING FAITH ROAD AND THE PROPOSED AMENITY AREA. I ; I 7_7 77 4. DEVELOPER WILL SECURE ALL APPROVAL PERMITS FROM LOCAL, STATE, AND FEDERAL AGENCIES PRIOR TO 13. A HOMEOWNER'S ASSOCIATION SHALL BE FORMED TO MAINTAIN ALL PROPOSED COMMON OPEN SPACE I215 216 I STREAM OR WETLAND IMPACTS. AREAS. 214 I \ , F ' i 0 01 5. ALL BUILDING PADS SHALL BE ABOVE THE 100 YR. FLOOD ELEVATION. 14. PROPOSED COMMERCIAL USES SHALL BE SCREENED FROM EXISTING SINGLE FAMILY USES PER CHAPTER 8 � I I 213 I 212 I 211 I 210 ( � COS 6. ALL PROPOSED STREETS WILL BE PUBLIC RIGHTS -OF -WAY AND WILL CONFORM TO NCDOT DESIGN OF THE UDO. REQUIRED SCREENING SHALL BE IN THE FORM OF ONE OR A COMBINATION OF THE FOLLOWING , \9\COS Ek WETLAND I STANDARDS. METHODS: 1) BERM, 2) OPAQUE FENCE, AND 3) VEGETATIVE PLANTINGS. PROPOSED SCREENING SHALL L I 1 I I TO REMAIN \ 7. LOCATION OF PEDESTRIAN CONNECTIONS SHOWN ON PLAN ARE PRELIMINARY AND SUBJECT TO CHANGE. PROVIDE VISUAL SEPARATION FROM GROUND ELEVATION TO A POINT 6 FT. ABOVE GROUND ELEVATION h UNDISTURBED 8. DEVELOPER MAY CONSTRUCT SINGLE FAMILY LOTS IN THE AREA DESIGNATED AS MULTI -FAMILY UPON MINIMUM. APPROVAL OF THE TOWN OF GRANITE QUARRY. DENSITY SHALL NOT EXCEED 4 UNITS PER AC. IF THIS 15. A 20' TRANSITIONAL BUFFER SHALL BE PROVIDED BETWEEN THE PROPOSED SINGLE FAMILY AND FUTURE I OCCURS. (5.5 AC. @ 4 DU/AC. = 22 SINGLE FAMILY UNITS) MULTI -FAMILY USES PER CHAPTER 8 OF THE UDO. THIS BUFFER MAY BE LOCATED WITHIN THE REQUIRED Knowwhat'� below I TODD B. HAY[ SETBACKS AND SHALL CONTAIN EITHER BERMS, VEGETATIVE PLANTINGS, OR NATURAL AREAS. Call before you dig. \A/IPFZ I Al IRIP R Project Manager HVN Drawn By RJ/LG Checked By HVN Date 8/22/2019 Project Number 17031 REVISIONS: No. Date (M/D/Y) By Description 1 3-11-2020 RT PER TOWN'S AND NCDENR'S WQ FIRST REVIEW COMMENTS 2 6-12-2020 RT REVISION DOES NOT EFFECT THIS SHEET 3 2-19-2021 RT PER TOWN'S SECOND AND NCDENR'S WQ THIRD REVIEW COMMENTS 4 5-7-2021 RT REVISION DOES NOT EFFECT THIS SHEET 5 2-4-2022 RT/TC PER TOWN'S THIRD REVIEW COMMENTS 6 3-16-2022 RT/TC ADDRESS NCDEQ WQ REVIEW COMMENTS \N R ii a SEAL - 030523 master planning . civil engineering urban design . landscape architecture 919 berryhill rd. ste 101 . charlotte, nc 28208 design 704.332.1204 . www.dpr.design 0 100 200 VILLAGE AT GRANITE - PHASE 2 CLIENT /OWNER: LGI HOMES CONTACT: JEFF WEBB 3037 GRANITE QUARRY NORTH CAROLINA LANCASTER, SOU DRIVE � LANCASTER, SOUTH CAROLINA 29720 LGI / HOMES SOUTHEAST Jeff. bb@lg00 jeff.webb@ Igihomes.com w O N 2 a_ cM 0 U) I- Lu u1 U) 0 U N a� U) L c� a__ a� c c>3 C� ca ca co 0 ti ti 0 N N U Q Scale: 1" = 100' m 0 Sheet Number x x 0 s� 2L-1 a