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Home My WebLink AboutNCC213897_Site Plan or Location Map_20210706--\ 11\\ \\\ \ \\\\\ �� \ \\ \ \�\\ \635 � —\\\ \\\\ \\\ \ \\ \�` --- _ _�\� \\\ 0 \ ��\oo \ \\ \ \\\1\\\ ll\�--�/i/�- \ \ \\ \�\\ II II } \\ \ \ \\� _��/ \ \ \\\ \ I I // �� \1 \\ \ 6\\ \ o � �_ — \ 1 I I II I1 l l 1 l \ `S \ \ \ � \ \ \\\`\��__— =�� \ \\\ \ \ ) )// // /// 1 I \\ 1\ \ I �-- 1 I\ \ \ \ I I \1 1 \ \ \ \ \ \� --�/ \\\ \\ \\ /l / // / //1 I 11 \ \ \ — LQC� LIMITS Of CONST. III I1 \\ TDD— TEMP. DIVERSION \\\\ --\\ SILT FENCE If �\\\\\\ \ \ \ \ \III IIIII I ( I I // // / _ / / \\1 \ 1\1\ \ \ \ \ \ I I I I I I / / / / \J ( \ — — — \� \ \ I 1 \ \ \ \ \ \ \ \ \ \\ SILT FENCE OUTLET \ 1 I \I III I r 1 \ \\ \ \ \ \\\ \ 1\ \ \ \ \ I II I\ 1\ \ \\ \\\ // \\ \ \ I l 111 I I 1 I III IIfI /// // \ I I \\ \ \\ �\ \\\\ \ \\ \\\ 1 I\ I I ��f�� , — \ \\ \ \ l \ \\\ \ L 1 I L I L / ax— u� �� ua�— u�— / o \\ \ \ \ I I I I P° 00� / roc / 1 \ \ \ \ \ \ I FIBER ROLL CHECK DAM �\ / �o�= LOC� IIII I l \ \ \ \ \ \ \ \\ \\ \\\ \ \ \ \ 1 o \ \\ \\\ \\ \ 1 \ \ �\ \, \\ \ ,— /l / // / \ \ I✓� I I I II Ifl 1 / s 1 \\\ \\ \ \\1 NO IF) \)�1\�11� 4, SLOPE EASEMENRIP RAP OUTET 1ct / I ,/ II llll III I I ( I ( ( \ \� — / / (10' FROM TO 1595 / \\ \ \\\\ \ \\\ \\\ 1/ / II \\ l I � — \ \ \\\\\\\\\\ \1 \ TEMP. CONST. ENTRANCE 590 \\ \ /v llll l ) J \ )� //—%j5y5__ �, _570_= R W RIGr-IT-OF-WAY —W— WATERLINE \ \ /� / / / o / 560 / / EROSION CONTROL NOTE: \\\ — / // I — - lj CLEARING LIMITS 1 \ \ \ \ \ I 1 \\ / / / // / ///// / / / J 1 1 1 { — / (J 10' FROM SIDE AND 20' FROM _ / \ \ 1 \ 1\ I I I 1. See Shts. 4A & 4B for Erosion 655 / / // / / / / / / / / / / / /� — — % // / / / ND OF ALL CROSS —PIPES. TYP. / I l I I \ \ CL — 1 /// /// / ��` /i/5// // / �� /l � _`�� _ llllll`nl/IIII Control and Shts. 2-3 for / / INSTALL FLARES &' — Additional Details.PROTECTION'/,j// / / \/� J EROSION CONTROL LEGEND I \ \ I < <}\ \\ \\ \\ / //� �/£ / �� ` INLET/OUTLET �_�\ 2. Place Rain Guage for Project on / // // // /// / / / / // I /� " ° ALL CULVERTS(See Sht. 3&5) \ \\\\ \ \ ( \ / / / / / — / ( 128.00' of .3 S.D. ® 5.25% \\\\ \\ \ r _ SD Site. / / / / See Shts. 3, 5 & 10 forDetails \ \ \ oD \— \ \\ \ \\ \\ 5go, \ / \ .\ \\ — _ / / EX. 60' \ `� `�\\ \ \\ \\ \\\\ \ \� \ \ \\ \ \ ` — �/ / // / // / i / / / IIII 1 I II �6 10' FROM SIDE AND 20' FEP \PUBLIC R/W v \ \ \ \\ \ \\\\�� \\ \ \ J� / / / /OS� ND OF ALL CROSS —PIPES. \ \ / �\ \ \\ \ \\ \\ \ \�� — / / TREELINE 1 / I \ — �i = -o \ \ \s \ \ \ \ \ \ \ \ \ \ \\ \ ENERAL NOTES (FOR GENERAL CONTRACTOR): \\\ \ 1. SURVEY DATA (SEE SURVEYOR NOTES BELOW)FOR PLAT MAP \COI WHICH SNOWS LOT ROADWAY GEOMETRY, EASEMENTS \ _ — 0\ \o\ \ 11 I I I \\ \ 6 �4.00 of 18 S.D. C�? 0.50% \ \ _ — _ — — o \ \ \ \ \ I i �\ \ \ \\ \ I n I I \ \ ' / / l (NCDOT DAVIDSON WATER, INC.) AND ALL OTHER DATA FOR ee Shts. 3.5 k, 1n r), details) OPEN \ \ 1` NECESSARY TO LEGALLY RECORD SELL THE LOTS WAS 60 ,�111) 11 1 1 IIII IIII /J I /)1 11 11 II ) ( X 6 \ \\ \ o �/ — \ I I 1 1 I I I I Il /� 1 \ \ ` _`�ti \ \\\ \ \ \ \ I I I I PROP. 60' I I I \ O AREA / \ I I \ I I I I I / / I I / f 1 SURVEYED BY: \ � \ \ \ \ \\ � / \ / / I TYP. ALL INT. S \ \ \ } 111) /(\ \ \\ \ \ \ \ \ y,• \ \\ \ \\ \ — / ( 1 \ ( PUBLIC R/w l 1 I \ \ \ \ \ — \ I 1 ) I / \ I I l / //// / /j/ / //1 c \ `� / Survey Carolina, PLLC � \ I \ PROP. 60 \ \ I I / �� \ \ � / I / \ \ I I oc c } J o \ \ 154 S. Fayetteville St. \\\\ 63\ '�� I 1 1 1 I \ \ \ \— PUBLIC R W Il\col\\ ((\ o y IIII \ \ ti \ \r \ \ \ \ \\ S \ I I \ \ / \ 1 \ } I \ 1 I I / I I I \\\ I I� 1 `/ I Attn: Mr. Daniel W. Tanner PLS I I J \ \ \ `\ \ \ \ \ \ \\ \ \\ \\ \ \ 1 I N I I I ) ) I -�� \ \ \ \ \ ` \ \ \ 1 \ ) } )) / I / Asheboro, NC 27230 9 `� _ \ _ \ _ — — -�'�� I I III I III \\\ \ \ s\ I ///c// \ �) �aw_aw _ _ c c —�� ss \ \ I I IIII `�/ \ l / I PROPOSED / /) I ( ) www.5urveycarolina.com 1 / 336 625-8000 www.surve carolina.com \�o\ \\ /may o d _ `>6 \\\II�I�/� / I/J IIII \ \\ \ \ \ 1 I / SKIMMER ^�/ BASIN l / / 2. SEE SHEETS 23 AND 12 13 FOR EROSION CONTROL DETAILS, IIII \ \\ 1 \ \ \ \ \ �\ \\\\\ \\ \ \ \•\ � \ \ \ 35' RAID. TYP E - �° /c� AW—aw c—maw a— aw c — —aw \ —`W— `W — �� / I (/ SEE COVER SHEET FOR E�SC CONST. SEQUENCE. ( c / i� c a —c z7c c yE a Lc c ( (``� f S \\O 10 FROM TOE // / II/ 3. SEE SHEETS 5-9 FOR PLAN � PROFILES OF ROADWAY DESIGN ( \ ---- / / �I c c — 8 \ F SLOPE. TYP. / / \ I I TE$S COURT«®o' ba6 �/ // / / / I I \� �� = S I / u WATER LINE LOCATIONS W/APPURTENANCES. r l 11 l I I 1 \ \ o Tan --_ / O / 0 1 // I l lI III \� „nlir i InI / 1 SF°. <O TDD / ,o j / / / / f / / / / l / / I / _- S \ \ \\ \\ \ llllll I I II I I �� —cam= _ 90 \ \ \ \11 1 IIII I / / 4. SEE SHEET 10 FOR NCDOT ROADWAY DETAILS RELATIVE TO D� TDD— i' / I I I I Iol I I ( _ _ — — \\\\\�\\\I\I 11 \I\ I111 I 1 \ \ IIII PAVING, INTERSECTIONS, SIGNAGE, TRAFFIC CONTROL, ETC. o�— ( Too / / o o I l \ _ _ \ Z, \ \ \� 11\\111\ 111\ 11\ 11 \ I I D \ LOCI— — _ — TDD /TDD-- Tpb TDD I I I I Ic0 �\ \ \\ \ \ \ �\ \ I I ) � � '- ioc� / �� / N,�� \ \ \ \ \\\ \\\\ \ \ I I III / 5. SEE SHEET I I FOR DAVIDSON WATER, INC. STANDARD 38.35' of 18" RCP S.D. @ 0.90 \ \ y / / / / �oc7` �� \� roc roc—t-- uoc ,ioc Loc �° / l ( \ — — — \ \ \\\\ \\\\\\\\\ \\\\\\\\\\\ \ l 1 \\\\ / � ` I % 6� — / l— / 1 I I 1 1 I I DETAILS. CONTACT DWI OFFICE IN WELCOME, NC TO (See Shts. 3,5 & 10 for Details) t\ S J / / / / / / o l / / / — _ — CHECK DAMS / 1 / / i EXISTING or \ I11 \ \ ! _ — SCHEDULE CONSTRUCTION ACTIVITIES RELATIVE TO THE WATER I I `6 %� \ \\\\\\ \\ \\\ \ I / LINE INSTALLATION. CONTACT INFO: \ \ \ \\ \�\ \ F° _ / — / �/ — TREELINE I p 1 \11 \ _ _ \ 06 ,�o ; \\\\ \\\\\\\�\\\\\\\\ \\\� \\\\�\\\\\ \ \ \ J /� 11 \ \ \ TYP. i / i / / LIMITS OF CONSTRUCTION / \ \ I 11 \ ti \ \\ \ \\\\\\\\\\\ \�\\ \\\\\ \ \ /3 I I Mr. Robert Walters, Asst. M r. �� — / �/ \ f /--\\\ \ \\\\\\ \\ \\\ \\ 9 / _ ( 1 / \ \ \ / to \—/ /� \\\ \\11 \\\\\\\\\\\\\\�\\\\\\ \\ �\� I) f2,100 FT TO \ I ��\ / / / / I / / I \ 1 1 l ) / / \ \ \ �\ \ — _ \ \�� \ \\ \ \\\\\\\\ \�\ \ \\\\\\ \ hll II) (336)73 I -5500 I SEE DETAIL SHT. 3 \I \ 1 \ \\ \\\ \ \\\\\ \ \ \ \\ URVEYOR NOTES: \ \\\\ \\ SR 1408 HOOVER HILL RD J _ -�\ J ( I \\\\ \111 1\\\ \\\\ I J r \ \ co I,I '`� /—�— / / , I I / / / / / / \ f4 ra\ �� \ 1 Ill 1 \\\ \\\\\\ \\\\\\ I / / / / / J 1 1 / \ \ \ \ �` \ \ \ \ I 1 111 I \ 1 \\\ \\ \\ \ \\\\ \ \ ' (\\ I . A REGISTERED SURVEYOR SHALL STAKE ALL CONSTRUCTION \\11 Iox7;sME TYP. \\\ �� \ 11 I IIIII \1 \\ \\ \ \\ \\ 1 I \ I I III � / � / J / ( ( I ( ( / / / 1 \ \ \ GRADES FOR ROADS, SLOPES, PIPING, BASINS, ETC. III 1 \ \11 IIII II / / , I ` i / / i / l / \ \ / / / ( \ \ \ coca 0I \\ \\ \ \\ \\\\\1\\ 111 I 2. SURVEYOR SHALL ALSO PREPARE CERTIFIED, RECORDABLE I1 ( / I I 1 \\ III II II 11\\ I 1 I I IIII IIII IIII \1\ (I I f3,900 FT TO _ I I 1 \ 1 1 / / / / ) I ) / / / / / / 1 \ \ 1 I III I I III 111 1 1 \ \\\\ \\\\ V \ }\ 11 III III 1 1 I I �\ I ( III I II \ SR 1539 (EARNHARDT RD) 1 I — �\ / / / I \ \ — 1 I I III III / / (I I I IIII 1 \ 1\ \\\\ \ll 11 1 lIl II I I I PLAT SHOWING ALL LOT LINES, VALVES, FH's, NCDOT \ \ C `— / / / / / / / j I I I I I \\— EASEMENTS \\\ II IIII IIII1111III I \\ IIII I \ � / I 1 \ \ \ \ 1 IIIII 1 I1 1 III IIIII l �_ / / // / \ III I / / / I //l I 111 111 IIII III IIII IIIII I I I SF°. / i — � — —,— 3. SURVEYOR SHALL PROVIDE ENGINEER WITH GEO LOCATED TYP DATA OF ALL UTILITIES FOR PREPARATION OF RECORD DWGS. / / / / _ / / / I I III I I I 1 / / ) I \ // I I 1 \ \ \ \ , / IIII IIII IIII IIII IIII 111 11/)1111111 IIII III1111111 I11 IIII I IIIIIII 1 1II1\I1 I1\\ \I \ \ I 1 \ \1 CDOT NOTES:CHECK DAMS JI I . CONTTRACTOR(s) SHALL OBTAIN A COPY OF ANY EX SOLID DOUBLE III I III IIIII IIII II)1\ ENCROACHMENT AGREEMENTS W/NCDOT FROM THE OWNER. YELLO SF/ \ \ 1 I \ Ill\ 1\11 \\\\ II\ / (/ I — II III I \ /2. SEE SHT. 3 FOR INLET/OUTLET PROTECTION OF CULVERTS TO I1\\/ BE INSTALLED. �XI�TING / / / / / / / / / I 1 \ — — _ — I / / / / / / III 11I I I I IIII IIII III 111 1\ \ \\\ \ \ \ 3. SEE SHT. 5 FOR PROFILES OF CULVERTS TO BE INSTALLED. R IZSIDE / / / / / / / 1 / / I } \ \ / / / / / / / / // )// / I I IIIII IIII II IIII II 11 I 1 \\ \ \ f DITCH / / / / / I I \ / / /\\ \ 4. SEE SHT. 10 FOR ROADWAY DETAILS RELATIVE TO RADIUSES, I \ \\1\ \ \\ \ \ \ \\ IIIII IIII II III I \ �\ / III I II I I I I I \ � \\ DIMENSIONS, PAVING MATERIALS AND SIGNAGE TO BE \\ \ \�/ // IIIII IIII II I I I I I III IIII I I (\ \�\ \\ INSTALLED. I 1 \ \\\ \\\ \ \ \ \\ \ \\\\ \ \ \ \ \ \ y �\ — / I \ \ \ \ 5. CONTRACTOR SHALL NOTIFY NCDOT ASHEBORO DISTRICT I \ 1 \\\\ \\\1 \\\\ \ \ \ I \\ \ \\ \ \ . \ V � / / / / / / I \ \ \ — , WOW 1 1\\ \ _ / \ I I \ \ \� / \ \ \\\\ \\\ \\\\ \\\\ \\ \ > \ \\ \ \ \ \ \ \ // )l// OFFICE PRIOR TO BEGINNING CONSTRUCTION OF ACCESS \ I 1 \ \ \ 1 \ \ \ \ \ \ J \ \ \ \ \ \ \ \ \\\\ \ \\ \\\\ \\\\ \\ \ I \ \\ \ \\ 'V'IMT EA. SIDE OF R{ //// /\\\ ENTRANCE. \ \ \ \ �\ / / G. CONTRACTOR SHALL NOTIFY NCDOT ASHEBORO DISTRICT �/ OFFICE OF SCHEDULE FOR PROOF ROLLING, TESTING, STONING, PAVING OPERATIONS. 1 1111 I \ \ I I 1 IIII 1\\\ \1\1 \ 1 111 OVERALL SITE PLAN 1" =100' (See Shts. 9A & 9B for Englarged Site Plans) REVISIONS , ``� �` '' Scale: I " = 100' Sheet No.: ` ,.O oN.,,,Aop Z - CONSULTING, CIVIL ENGINEER TESSA DOWNS SUBDIVISION BY DATE DESCRIPTION SYM. ,`,2 Essi 9�! SEAL - HIRAM J. E R I N PHA E 1 H E ET Date: 2- 1 8-202 - PHASE 2 S. "°'�ARZIANO,(Showing Temporary Erosion Control Measures Clearing Drawn: TS -�° PEGINSJordan Valley Road P��,`, 0 PO Box 278 Asheboro NC 27204 - (336)493-4450 Limits & NCDOT Data) Checked: --- . � Randolph Co. North Carolina MAY22,2021 hmarziano@triadbiz.rr.com Job No.: Earnhardt 13 I Of: Version: