Loading...
HomeMy WebLinkAboutNCC220704_Site Plan or Location Map_20220209VICINITY MAP NOT TO SCALE LEGEND: ECM® ECM -EXISTING CONCRETE MONUMENT ERBO ERB-EXISTING REBAR o COMPUTED POINT N/F - NOW OR FORMERLY R/W - RIGHT OF WAY RCP - REINFORCED CONCRETE PIPE PROPERTY LINE ADJACENT PROPERTY LINE -- RIGHT-OF-WAY - - - - -SETBACK LINE ss SANITARY SEWER LINE FM FORCE MAIN LINE SD STORM DRAINAGE w WATER LINE OVERHEAD UTILITY PERMANENT EASEMENT TREE LINE 210 MAJOR CONTOUR 207 MINOR CONTOUR x 208.47' SPOT ELEVATION -J�- BENCHMARK PP. UTILITY POLE C GUY WIRE ❑T TELEPHONE PEDESTAL Wv D4 WATER VALVE xFIRE HYDRANT S SANITARY SEWER MANHOLE ASPHALT CONCRETE 0 WETLANDS SITE NOTES 1. ALL COMMON AREAS SHOWN ON THE PLAN SHALL BE DEEMED AS ACCESS AND MAINTENANCE EASEMENTS FOR THE STORM SYSTEMS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE. 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER FEDERAL ADA AND LOCAL REQUIREMENTS. 5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED. 6. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. 7. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH STATE AND LOCAL LAWS AND REGULATIONS. 8. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HARNETT COUNTY AND STATE REGULATIONS. C2.1 C2.2 C2.3 C2.4 SHEET KEY SITE DATA OWNER HUFF FAMILY OFFICE MAILING ADRESS 2919 BREEZEWOOD AVENUE -SUITE 100 CITY, STATE FAYETTEVILLE, NORTH CAROLINA 28303 PIN NUMBER 0506-88-4099.000 TOTAL SITE AREA 1,827,993 SF (41.96 AC) AREA TO BE DEVELOPED 1,827,993 SF (41.96 AC) CURRENT ZONING RA-20R, CONSERVATION ZONING EXISTING USE UNDEVELOPED PROPOSED USE SINGLE FAMILY RESIDENTIAL PROPOSED BUILDING LOTS 69 DISTURBED/DENUDED AREA 24.8 ACRES OPEN SPACE REQUIRED 8.39 ACRES (20%) OPEN SPACE PROVIDED 18.59 ACRES (44%) SETBACKS REQUIRED: RA-20R FRONT 20 FT CORNER SIDE 15 FT SIDE 5 FT REAR 15 FT SEE SHEET C 2.1 FOR OFF SITE PEDESTRIAN PATH WORK SEE SHEET C 5.8 - C 5.10 FOR NURSERY ROAD WATER EXTENSION I .� J TBM 4D ECS #181 ARV# 15568 N 568,836.892 NURSERY ROAD (SR 1117) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RIM 339.03 E ELEV8339.17 9 60' R/W (PUBLIC) NC G(12D011)D 83 _0ECS NAVD 88 _ AXLE N 568,828.20 E 2,008,278.20 ID -- -- -- -- --r-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- NC G( 01NjD 83 0 Y. W 7r I I • �, - Y• V• `L WI II W I W �� W` ` U J I V•, I V• - V• V. W W 525 i m ♦ W 1 I V, W V• ♦ V• V• I _ `V' Y. W W Y. Y. "'�� L- -1 l co z l L- 562 I I 561 V W W V I F_ -1 �D F_ � � ♦ W Y• Y. V• Y. i V. ~ W V• W Y• W Y. Y. 526 V• W Y• V• � O \ \ V I W Y. V• Y• W�. W W Y• � \ I \\ V• Y• W V• W � � W � ■ CA ■ W Y. V• V• W ' . Y• V. W aL 1• � / V• V• Y. W V. y`Y. W V• `L L- J 'M L- J \ V W V• Y. W Y• ♦ V• V. W Y• Y• W V• V• V. V. W 1',,,,' ' \ ' I Y• W W V• W .4 Y. V• Y• W . W V• W � Y•� - - - ♦ V• W � `� 563 V• W W V• V. W V• Y. V. � \ '' `W V• Y. W Y• V.` W Y. � � W � � W W Y• � D � I W � V• V• W I I � W Y• V• W Y• W V• Y. W \ Y• � V. V. W � � � m F � W Y• � V• W V• � V. V W W Y W Y• V• V• Y• W V• W' Y• W V• I O 59O I ` r V• W W Y. V• W W V• V• Y• W I Y• V. W Y. W � W W , V• Y• Y. 527 U% W Y• V. V. V. O Y• V. V• Y. W' O V• W Y. W V• U% W W W V. y. W Y• W V• V• W � Y• V. V• Y• W L V• Y• WOODSHIRE PARTNERS, LLC . I � I J DB 3446, PG 969 ` L W V• V• W Y• � ' ' , � I 1 � � � W W V• W Y• W \ L O Q2 Z V• Y• W Y• V• � `//j V• W W Y. V• Y. � , � 56/1 \ � � U.J � W V• W V. V• � V• � Y• V. W /� V• V\\ W W Y• ` I \ ,W V. `L W V. vT ON G� c\ _ W W ` ♦ 558 N V• � A y �.(� V• W Y. �y/W�Ir ///�`\\ 528 G . O Y• �`V•���W P WV•V•I'I �V•�� �V,- .� , \` I O ` ` \ O \/\ W� W �Y.. •�W �� �� �W WV'�W \� (.JI 1 I W V• � W I /\\ ` / />' \ • V. V. W W W V. W V. W W I O J •Y• V• V• V• Y• W V� W \ V• V' W � � /�\ W V•. W 1 � / \ \ / / . . � V• � Y. W W � Y• V. V• � W Y. � V• V. V• I T W Y• V. W �Y. :� W W� V•\� � W � Y` � / / \ V' V' W Y• V• W Y• _ W Y. W :y, v Y W \ \ / W W VW W ♦ W V. V. ,WY. •, �� ��Y.'WW � Y. /Y. Y.��� \4 Y. "' y � 529 � ` < 588 �"'�"' "' "' Y.1 Y. ,� Y. � Y. V. Y. Y. -vZj I. I 557 W Y.' V• ` Y• Y. O W Y• W V; _ Y• V• I 03 50 L J W V• V• V• V• Y• W V• // ♦ W Y. V• Y• W M V• W Y• Y. V• W \ V. V 0000, /ram Z V• W 1 'W V. W V. W\ V. W W W `2 / /� \ // 1 I Y. V• / V• - V• W Y• V• V• Y• W W � W Y• , / V• V• Y• 1 Y. Y. V. Y. Y. \ Y. \ / / ` // 587 / W / ^ � � � � I I I I � O a Y v / ♦ Y WW�W , O Y• W V• Y. W Y• V. W Y. � ` � 530 � I V• Y• W V• W Y• � .' Y. Y. Y. l y / \ 1 \ I 565 I � � � / Y. V• W W W V. V. W � Y. W ' V• W Y. V• /� Y• W V• W , \ ` \ / \ `� / / Y• / \ O \ I 583 V• � V• V. _ W � Y• � V. V. V• � Y.' W V• V• � / \ 584 `- -1 W W � Y• V• Y• W W W Y• \ / 1V• V• Y. V• W W \\ Y. Y. ♦ / / \ \ �� 585 \ I I Y• V. �W; V W V. W W V. V. O 53O ❑ W Y• V• Y. Y• V• W Y. � / 1 /��\\ J / Y. W V• W W Y• V. Y• Y. W W Y• V• W ` O \\ / i - ■ ■ wallow I,■ ■ 532- W Y• V• W Y• `W Y. W \ \ � /' / �fl 554 W Y• V• Y• W W V• W � Y. J 533 �V• W Y. V, W O Y• W V• Y. W Y• \ ` `\ I I _j I 553 I W Y. ❑ , Y. W W � � V• V. W Y• Y• � W � \ ` � � V• � I � 1 J Y• W V• 3.4 W W W W W W'Y•`� Y• V. Y. V• W \ \ ` V� W � ;/ / \ �O �I / I I 582 I I I 1 Y• W N 567,,481.3 p O ��r r��� `�� A �� ♦ NC GRDSNAD383. r� ` r � � 581 I I I 567 1 Y• v. v. v. v. Y• �, ♦ v. ` v. 2011 v. v. v. v. v.♦� v. v. r�\ v. W v. .� V• W Y• V. , V. V, W Y• W V• Y. W V• W W V• W Y• , , ' Y• 5 8 V• V• W W \\ V• W O ^ ` \ I I I L 7 1. I 552 V• W V' V• ERB V' W W V• W Y."W W Y•` / / \ ` ` \ 1_ I 1 1_ N/F ♦ Y. Y. Y. Y. Y. �, �� �. �I / .� J I -I HARNETT FORWARD TOGETHER COMMITTEE \ ♦ �� Y Y / - - _ 568 1 i DB 2193, PG 653 Y• W V• Y. V' V• W W \ I Y. � V• Y• V• V• W W ' � � � � V• 5/8" / V' � W V. V• � W W Y. V• Y• / \ J 551 Y. W V• W / ' ERB -_ \ , V• V• W Y• 1` V. V. V• � Y. ` � I 11 I I O V• Y. W Y• V , Y• V• W l W V. Y V• V• W S 8' / \ ♦ W Y• V. r• V• `� Y• W W W O \ ` 58O 1 5/8„ _ ERB ERe / i419 , ♦ ` Y. Y. Y. Y. � Y. `,� �-�" Y. " Y. 535 � - � -_ - - ERB \ Y• W V• V• W Y• ` \ / \ I - �I' �422 �420, • • /-_\ � Y. Y. W W V•\ Y. Y. / / \ J 569 i I I 422 I �418; �' v.� W �W v. vW v. v.� v.� r• v.W �, / \ _ - I 1 [/(/rJl 1 C \ I L 1 I 'T , ♦ W W V' W W Y• 'V• Y• W W 536 1 � Y• Y. W W W W Y. , � � 57O I N; Z U� r J 1. 549 _ ■■ ■ V• W Y. ' 70 I - 0 / W Y• V. 4 Y. � W � V• V• V. � W' I '0 m X7IN) / /-_\ - W Y• W \\\ Y. W Y• L. �� I 537 (417, \ ` Y.� V W� V. V• � W W`L W V•W V �Y• _ J11 � � � -_ _ 571 � � 577 Y• V• V. Y• W V• r 1 I. _ _ - � WY. Y.� �I �Y. � WY. � Y.� ♦ � � 538 I 1 � - Y• Y• W ..V. Y. W - � V• V• I W W V•/ Y- m F 0 30'STREETSCAPE BUFFER I o 547 I OO MAX 30 TREE LARGE RING / - ■ ■ MONO ■YY 4W Y W �� �� ,, I 539 ` ` \ // , -1 1 -� / ■• WY Y d /�m I ■■�■■� �. Y� Y YW Y ♦ I I 1 1 \ 1575 EVERGREEN HEDGE ) W Y Y I 1- 573 ' ' ' V• V. Y• \ 574 I I Y Y V \ O NF WOODSHIRE PARTNERS, LLC. L DB 2668, PG 901 15 TYPE A BUFFER I Y Y v� 2C79�C > BARGE LOW -GROWING SHRUBS, MATURING n 30 Y ` Y I O >/\ \ ` m r - 4'-6 EVERGREEN GROUND TREE I Y• Y. 541 COVER, OR MULCH EVERGREEN SHRUBS 542 Y. / I VI WET POND #1 _ W Y• W - � W Y. V. CA • � V• V• V' W V• V• ' Y• W V' W r- V• ROADWAY TYPICAL SECTION � ` ` � � W � WY. W Y.�W� \ Y. VY'.. V• � W Y• Y. V• �W W V• WV�• W W.Y.• V�Y• ''/VVVW• 12' W-V. V• -W V• W W Y• V• Y• W .,, Y• W W Y• V. W V• V• V• Y. Y• V. V W W V• Y• W� ERB V• Y• W V• Y. WY• V. W Y• W V• V• W Y• V' W W V• V• W Y• V• 29' BC -BC ` V• W W Y. V• Y• W V. W W J/ `� Y. W W W Y. V• V• Y. � W V• V. W Y. V• V• W _!^ ` V• \'\ W V• Y• W V• V• W Y• W V• Y' Y• V• II...NNVLL ' 14.5 V• W Y• V' W W Y. V• W W 10.5' ' 14.5' 3.5 7f Y V Y W V Y W W V V W W Y V Y Y Y W W W W Y Y W V V• W Y• W V• Y. , *STREET TREES Y. W Y. � W Y• V• W � W V. W � Y. V. V• W W V• W Y• Y. V• Y• W W V• W' _`' Y• V. /V• Y. W V• ' V. W Y. V• W V• Y• Y. W V• W W Y. V• V� W Y• W � W Y• V V• Y. W Y• V. W Y. � W V• NO MORE THAN W W V• ` V• Y• W W Y• W V• V• W Y• V. V• 50 FT APART 2.51 12' 12' 2.5 q'SW See Plansl I W W W W W W W V W \ W W Y W V V W V W V W W V W Y W V W V W W W W W W W r5 1.50 2" SF9.5B � •-III-III IIII IIII WWI WWWV• W �W � �V� `W WV. �W W �W \ W WV. W �W W `�' VI V� W W W �W VW� V. W� W WW W �W V. �W VW� W � W VW e P\a -III-III _ _ �� _ -III- Se -III-III-III-III-I I I -I I I I; I; I I I I, +III ;, I Y Y Y Y Y Y\ Y /, , , _-, , , - 2% Y V Y• W V• V• W Y• V. V• Y. W V• III- I- � I I-III-III-IIII ; ,III III 8" caac W V• Y. W Y• V. ' W Y. W W W Y• V• V• W W Y• V• Y• W W V• V. y,, 'I II I II I II I II I I I -III III- Y Y Y Y Y Y Y Y Al V• Y. W Y• V• W Y• W V• Y. W Y• V. W Y. W V• W W Y• NOTES -III. w W W Y• V• V• V, PERENNIAL \ V• Y• Y. W V•' W W Y. V• Z � 1. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS STRE�AM�/��� v ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT, Y Y -- �\Y N/F ` �" Y GRAPHIC **STREET TREES ARE REQUIRED ON ALL NEW STREETS IN ACCORDANCE WITH FILL OR BOTH Y. •, �, �. �W �' W Y. Y. Y.' Y. WOODSHIRE PROPERTIES,I INC. Y SECTION 9.4 OF THE HARNETT COUNTY UDO. TREES ARE TO BE PLANTED WITHIN 2. A 4' SIDEWALK IS REQUIRED ON ONE SIDE OF EACH STREET. ♦W�\V _ DB 1899, PG 868 _ V' V• W` Y. W V• W THE STREET TREE EASEMENT AS SHOWN ON THE PLANS. THERE SHALL SEE PLANS FOR LOCATION OF SIDEWALK. Y V " W Y �• YW Y 100 0 50 100 BE AT LEAST ONE DECIDUOUS TREE FOR EVERY 50 LINEAR FEET OF STREET. �• W W W W Y Y ` ( ! 3. SIDEWALK SHALL HAVE A MINIMUM CROSS -SLOPE OF 2% � \Y. Y. Y. Y. Y. Y. •. � TREES SHALL BE PLANTED ALONG BOTH SIDES OF THE STREET. FROM BACK EDGE OF SIDEWALK TOWARD BACK OF CURB Y ♦ ` " Y Y W W W ` Y Y 1 /2" ERB SCALE 200 • � Y. W Y• .,, W Y. � W\ \ V, W � W W � W V' W� ' V' V k. IN FEET ) V. V• W Y• W V• Y. W 1 inch = 100 ft. W V• ` V• � W V• Y• Y• V• � V• � Y• V. W V• V' W � V• W V• V• W Y• V. .V• Y. W V• W t Y. W Y• � V• W Y• W � � V• W � Y• V. 11 V• W Y• Y. V. W V• V. W Y. V• Y• V, W W\ \W VW W W Y. W Y• V. W Y. W V. V. V. W � V, � � W `W V• � W � Y• ` W V• � Y. W VW V. W Y. / / W Y. V• Y• � W V• W W � V• V. \ � W � � �/ V• W Y. W ` V• W V. � � � � V• Y. V• Y, V• Y. W Y. V. W Y. W � V• Y. W ' Y• � W V• V• W Y• V. V• Y• W V• V• Y• W 400 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com CARo /z// FESS/O �AL _ REVISIONS PROJECT NAME WOODSHIRE SUBDIVISION PHASE 8 OVERALL SITE PLAN CLIENT WOODSHIRE HUFF, LLC 2919 Breezewood Avenue - Suite 100 Fayetteville, North Carolina 28303 Phone: (910) 486-4864 PROJECT INFORMATION DESIGNED BY: BRETT DRAWN BY: BRETT CHECKED BY: SCOTT PROJECT NUMBER: 1775 DRAWING SCALE HORIZONTAL: 1 "=100' DATE RELEASED JANUARY 26, 2022 SHEET NUMBER C-200