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HomeMy WebLinkAboutSW6240103_Plansheet - Proposed Conditions/Site Plan_20240119 site solutions LEGEND: civil engineering I land surveying NC HrGHiwAY LANDSCAPING NOTES SITE NOTES I EIP Qo EIP-EXISTING IRON PIPE x 394.47'SPOT ELEVATION I 409 Chicago Drive,Suite 112,Fayetteville,NC 28306 2� � EPK office�910-426-6777 fax�930-426-5777 license number�C-2354 30 STREETSCAPE BUFFER 1. 30' STREETSCAPE BUFFER TO BE INSTALLED AND MAINTAINED BY THE 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE EPK-EXISTING PK NAIL BENCHMARK wwwense number DEVELOPER, UNTIL SUCH TIME THAT OWNERSHIP IS TRANSFERRED TO AN HOA OR BENCHMARK AND MUST BE VERIFIED BY THE GENERAL ERBO ERB-EXISTING REBAR 0 SIGN I - - INDIVIDUAL LOT OWNERS, PER HARNETT COUNTY UDO STANDARDS. CONTRACTOR. 51E 5 LOW-GROWING 2. ALL REQUIRED LARGE MATURING TREES SHALL HAVE A MINIMUM CALIPER OF TWO 2• EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE o COMPUTED POINT ©TRANSFORMER �30' SHRUBS PER EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO LARGE MATURING (2) INCHES, MEASURED SIX INCHES ABOVE THE PROPER PLANTING LEVEL, OR A N/F - NOW OR FORMERLY LIGHT POLE SITE TREE LARGE MINIMUM HEIGHT OF SIX (6) FEET AT THE TIME OF PLANTING. CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL MATURING CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO R/W - RIGHT OF WAY PP• UTILITY POLE 5/8" TREE 3. SHRUBS SHALL BE A MINIMUM OF TWO (2) FEET IN HEIGHT AT TIME OF VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL PROPERTY LINE C GUY WIRE �� ��\\1111111////// ERB PLANTING. DAMAGE INCURRED TO EXISTING UTILITIES DURING I ^°° , ♦♦��`N CARO 4. 30' STREETSCAPE BUFFER SHALL INCLUDE: CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL ADJACENT PROPERTY LINE ❑T TELEPHONE PEDESTAL `♦♦ .......... •�/ MAX 4.1. A STAGGERED ROW OF LARGE MATURING TREES AND AT LEAST FIVE (5) LOW CONTRACTOR'S EXPENSE. - TIE LINE N WATER VALVE ����,pFE83/O ••�y---� GROWING SHRUBS FOR EVERY REQUIRED LARGE MATURING TREE. 3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. I -- RIGHT-OF-WAY AFIRE HYDRANT 14� �< / 4.2. A ROW OF EVERGREEN CONIFERS OR BROADLEAF EVERGREENS PLACED NOT 4. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS y''O AL _ / EVERGREEN HEDGE MORE THAN FIVE (5) FEET APART WHICH WOULD GROW TO FORM A OTHERWISE NOTED. " WATER LINE 0 WATER METER : < 57 J CONTINUOUS HEDGE OF AT LEAST SIX (6) FEET IN HEIGHT WITHIN TWO (2) 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN I // OVERHEAD UTILITY ASPHALT , / YEARS OF PLANTING SUPPLEMENTED WITH LARGE MATURING TREES EVER 30 ACCORDANCE WITH STATE AND LOCAL LAWS AND - STREAM WETLANDS tS'•'• SURv�•• 11 ' 5. EXISTING VEGETATION SHALL BE RETAINED WITHIN REQUIRED BUFFER AREAS TO 6. ALL SITE IMPROVEMENTSSHALL BE INSTALLED PER I I '�j�^/•R••SE�� ♦`` / 1 =20 WETLANDS 30' VEGETATED BUFFER > I q THE EXTENT PRACTICAL. HARNETT COUNTY AND STATE REGULATIONS. EXISTING EASEMENT LINE o /////111111\\\�\ ALLNORTH / *THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE HARNETT 7 WITHIN XING PRIO ERTYCLINES ES TTO BEU RES REMOVED ORWER RELOCATEIDS X FENCE LINE / COUNTY UDO. THE OWNER OR DEVELOPER IS ENCOURAGED TO DEVELOP A PLAN I TREE LINE I� ' A07 \ / THAT IS MORE IN DEPTH THAN THE MINIMUM REQUIREMENTS. THIS PLAN IS FOR I f ZONE I VICINITYMAP \ PERMITTING PURPOSES ONLY. 200 MAJOR CONTOUR \ ERB ERS 199 MINOR CONTOUR N/F I REVISIONS NOT TO SCALE \ / / I GENERAL UTILITY TRACT 3 OF COMPANY, INC. 5/8" / / DB 566, PG 155 ERB / / I 074 to°o, N/F JUNIOR C. SMITH N 586,876.362 DB 1343, PG 881 E 2.039,821.749 , PB 10, PG 33 I NC GRID NAD 83 MT. ARIEL COMMUNITY CHURCH / EXISTING (2011) DB 4199, PG 1867 2" FLATBAR O EXISTING PB 2008, PG 994 N 590,144.597 - - AXLE E 21038,652.499 amaZooaT• 1 1 -/_ W2 2 1�/0�3-I 8-,-6-�5-�27.4.19.9 5/8 / NC GRID NAD 83 ERB ERB EPK P EIS ( 01 ) I II I♦I I I I,_O 5\2�\I_�I��I I I II.II Ii IJ I I3,I 0I III I I•II TBM o-- 0 4D DISK #1 5/8° _ - I IJI II I I I II III I I II I I III I I I I I I I IIIII I II I I y� W�0�/W`_-/.°✓o�: /W7 y•/s�;W'��y�V_/'/�V s�7_W•.WY �J.� � WWWWW � 3WWWW0� `WWyW ! Y, I I W�W J"1Wy9 o / 0� / E��G/EN ER /sAo Lo UT ILI I F T/Y 5/8" 5/8 N 590,236.976 ERB _ COMPANY, INC.�E2,038,574.122ERB ERB ELEV 209.27 1011011 I I I I 28 TRACT 1 OF NC GRID NAD 83 DB 566, PG 155 (2011) L NAVD 88 6 � - J � - J � - J - � LJ L L L74 THOMAS TRAIL 5/8 50' R/W (PUBLIC & UTILITY ACCESS) IF 2 F-� � � Im �I ' I I 1 4 3 I i ( , i i 75 30� F IL __ J DUNCAN'S CROSSING SUBDIVISION I I' . ' I I 1 I I I / / PROJECT NAME ME5 PB 2022, PG 318 55 � � 76 54 THELEANDER '/2 I 46 EIP C53DI I I 101 I0I 48 L LEE PRESERVE 5 1ERB EIP '°' X CA2 30' O44 HARRIETTE COURT a01 LCA 1CIS INV 50_R/W (PUBLIC & UTILITYACCESS)207.910 ,o A 5/8„ 10019 ERB N/F GENERAL UTILITY COMPANY, INC.E ♦ 42 TRACT 4 OF70 69 1 I I I I I I I DB 566, PG 155 5/8" m OVERALL �30 0r5/a„ - OUSE ER J � SITE PLAN __1 /�1/2„ ECM ECM ERB EXISTING LIGHTWOOD B STAKE WITH NAIL MARGARET S PITTMAN & El N/F JOAN PITTMAN JOYNER / MURPHY-BROWN LLC DB 796, PG 812 TRACT 1 OF PB 2000, PG 712 DB 2694, PG 859 N PB 99, PG 135 CLIENT SENTER FAMILY REAL ESTATE LLC TRIANGLE LAND STEPHENS PLACE OF SONS DB 1876, PG 256 PARTNERS, LLC �CGR/pNqD83r2p' PO Box 5548 Cary, North Carolina 27512 Phone: (704) 608-3085 �°°` PROJECT INFORMATION CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD CURVE LENGTH RADIUS BEARING CHORD DESIGNED BY: BRETT SITE DATA C1 39.27 25.00 S54'29'56"W 35.36 C15 95.67 775.00 S33'54'17"E 95.60 C29 39.27 25.00 N64'49'43"W 35.36 C43 4.12 775.00 N19'58'51"W 4.12 C57 4.12 775.00 N19'40'34"W 4.12 DRAWN BY: BRETT o OWNER TRIANGLE LAND PARTNERS C2 21.34 475.00 S08°12'42"W 21.34 C16 7.61 825.00 S37'10'36"E 7.61 C30 35.17 205.00 S65°15'23"W 35.13 C44 80.17 775.00 N23'05'48"W 80.13 C58 82.27 205.00 N31*19'31"W 81.72 CHECKED BY: SCOTT oo MAILING ADRESS PO BOX 5548 C3 38.15 25.00 S36'47'18"E 34.55 C17 102.91 825.00 S33'20'19"E 102.85 C31 286.84 205.00 S20°15'23"W 264.01 C45 81.09 775.00 N29'03'27"W 81.05 C59 134.81 205.00 N61°39'42"W 132.40 PROJECT NUMBER: 2006 o CITY, STATE CARY, NORTH CAROLINA 27512 PIN NUMBER 0538-88-6399.000 C4 80.53 255.00 S71'27'13"E 80.20 C18 100.70 825.00 S26'16'06"E 100.63 C32 286.84 205.00 S59'54'48"E 264.01 C46 72.86 775.00 N34'44'52"W 72.83 C60 46.03 25.00 S46'45'06"W 39.80 TOTAL SITE AREA 4,190,184 SF (96.19 AC) C5 100.65 255.00 S51'05'54"E 100.00 C19 42.38 825.00 S21*18'00"E 42.37 C33 35.17 205.00 N75'05'12"E 35.13 C47 11.06 825.00 N37'03'25"W 11.06 C61 95.69 475.00 S11'46'00"E 95.53 DRAWING SCALE o AREA TO BE DEVELOPED 4,190,184 SF (96.19 AC) C6 88.84 255.00 S29'48'34"E 88.39 C20 21.03 25.00 S43'55'24"E 20.41 C34 80.33 255.00 S79'11'47"W 80.00 C48 101.86 825.00 N33'08'09"W 101.79 C62 78.04 50.00 S27'10'24"W 70.35 CURRENT ZONING RA-20R EXISTING USE UNDEVELOPED C7 15.89 825.00 S19*16'37"E 15.89 C21 87.32 50.00 S17°59'18"E 76.64 C35 80.33 255.00 N82°45'14"W 80.00 C49 100.67 825.00 N26°06'11"W 100.60 C63 74.27 50.00 N65'33'49"W 67.63 HORIZONTAL: 1"=1 50' W PROPOSED USE SINGLE FAMILY RESIDENTIAL C8 100.38 825.00 S15*14'22"E 100.32 C22 25.79 50.00 S46'49'02"W 25.50 C36 80.33 255.00 N64°42'16"W 80.00 C50 100.07 825.00 N19'07'58"W 100.01 C64 66.33 50.00 N14°59'22"E 61.57 PROPOSED BUILDING LOTS 74 o C9 102.16 825.00 S08'12'22"E 102.09 C23 41.15 50.00 S85'10"7"W 40.00 C37 80.33 255.00 N46'39'17"W 80.00 C51 100.97 825.00 N12'09'07"W 100.90 C65 30.77 25.00 N17'43'35"E 28.87 o DISTURBED/DENUDED AREA 16.2 ACRESS-Ij DATE RELEASED OPEN SPACE REQUIRED 0.0 ACRES C10 35.17 825.00 S03'26'15"E 35.17 C24 44.87 50.00 N4532'22"W 43.38 C38 80.33 255.00 N28'36'18"W 80.00 C52 82.50 825.00 N05'46'51"W 82.47 C66 80.32 525.00 N13'09'19"W 80.24 OPEN SPACE PROVIDED 18.36 ACRES GRAPHIC SCALE C11 68.64 775.00 SO4'45'13"E 68.62 C25 42.05 50.00 N04'15'59"E 40.82 C39 94.34 255.00 N08'58'55"W 93.80 C53 10.08 825.00 NO2'33'58"W 10.08 C67 82.2 525.00 N04'16'59"W 82.19 DECEMBER 6, 2023 SETBACKS REQUIRED: RA-20R C12 106.28 775.00 S11*13'10"E 106.20 C26 21.03 25.00 N04'15'59"E 20.41 C40 189.72 255.00 N22°55'50"E 185.38 C54 72.86 775.00 N04'54'33"W 72.83 C68 85.15 525.00 N04'51'10"E 85.05 FRONT 35 FT C13 105.09 775.00 S19'01'58"E 105.01 C27 39.27 25.00 N64'49'43"W 35.36 C41 115.39 255.00 N57°12'30"E 114.41 C55 81.09 775.00 N1035'59"W 81.05 C69 39.27 25.00 N3530'04"W 35.36CORNER SIDE 20Fr SHEET NUMBERSIDE 10 FT C14 100.78 775.00 S2638'35"E 100.71 C28 39.27 25.00 N25'10"7"E 35.36 C42 39.27 25.00 N25°10'17"E 35.36 C56 80.17 775.00 N1633'37"W 80.13 C70 205.99 1904.60 S8335'58"E 205.8 IN FEET ) o REAR 25 F 1 inch 150 ft.O4 r a a m m