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Home My WebLink AboutNCC214053_Site Plan or Location Map_20210712REVISIONS LEGEND E.I.P. EXISTING IRON PIN N.A.G. NORTH AMERICAN GREEN I.P.S. IRON PIN SET CONC. MON. CONCRETE MONUMENT PT. POINT PK NAIL MASONRY NAIL EX. EXISTING SDE SIGHT DISTANCE EASEMENT STD. STANDARD TYP. TYPICAL FFE FINISH FLOOR ELEVATION R/W RIGHT-OF-WAY E/P EDGE OF PAVEMENT C & G CURB & GUTTER FC FACE OF CURB T/C TOP OF CURB PP POWER POLE — OHP OVERHEAD UTILITY LP LIGHT POLE D.I.P. DUCTILE IRON PIPE WV WATER VALVE FH 'Cr FIRE HYDRANT CO CLEAN OUT GM GAS METER GV GATE VALVE MH MANHOLE FES FLARED END SECTION C.I. CURB INLET G.I. GRATE INLET WM 0 WATER METER UG UNDERGROUND SERVICE EX. CONC. EXISTING CONCRETE G GAS PIPE LINE W WATERLINE ASS PROPOSED SANITARY SEWER MAIN • PROPOSED SANITARY SEWER MANHOLE -----��--- EXISTING CONTOUR bbe— PROPOSED CONTOUR H PROPOSED FIRE HYDRANT WITH GATE VALVE & TEE I PROPOSED STORM DRAINAGE LINE ® PROPOSED NCDOT STORM CURB INLET ♦ PROPOSED STORM DROP INLET PROPOSED STORM FLARED END SECTION qq PROPOSED STORM DRAINAGE PIPE NUMBER ® PROPOSED STORM DRAINAGE STRUCTURE LABEL EROSION CONTROL LEGEND: —� DISTURBED LIMITS SILT FENCE —T�--— TREE PROTECTION FENCE aaaaaaaaaaaaaaaaaaaaaaaaalaaal TEMP DIVERSION BERM (TD) WATTLE SILT FENCE OUTLET sFo STONE / WIRE INLET PROTECTION BUILT -UPON AREA: LOTS: 92 LOTS AT 3,000 SF = 276,000 SF (6.34 AC±) ROADWAY: 2.83 AC SIDEWALKS: 0.44 AC TOTAL: 9.61 AC± PERCENT OF SITE AREA: 9.64 / 34.441 = 27.90 % SOIL TYPE: CnB2 Cullen clay loam, 2 to 6 percent slopes, moderately eroded CnD2 Cullen clay loam, 10 to 15 percent slopes, moderately eroded CnE2 Cullen clay loam, 15 to 45 percent slopes, moderately eroded EnB Enon sandy loam, 2 to 6 percent slopes EnD Enon sandy loam, 10 to 15 percent slopes RvA Riverview loam, 0 to 2 percent slopes, occasionally flooded RxE Rowan -Poindexter complex, 15 to 45 percent slopes STORM DRAINAGE NOTES: - ALL STORM DRAINAGE PIPE SHALL BE RCP EXCEPT AS NOTED ON THE APPROVED PLANS. - ALL STORM DRAINAGE PIPE SHALL BE INSTALLED ACCORDING TO CITY OF GRAHAM STANDARDS AND SPECIFICATIONS. - POND (SCM) TO BE PRIVATELY MAINTAINED. J WATER AND SANITARY SEWER NOTES: E z -ALL WATER MAINS SHALL BE CLASS 50 DUCTILE IRON PIPE (DIP) o ACCORDING TO CITY OF GRAHAM STANDARDS AND SPECIFICATIONS. - SANITARY SEWER MAIN MATERIAL SHALL BE SDR 35 PVC OR DUCTILE IRON PIPE (DIP) AS NOTED ON THE APPROVED PLANS ACCORDING TO � CITY OF GRAHAM STANDARDS AND SPECIFICATIONS. Y - SANITARY SEWER SERVICE MATERIAL SHALL BE SCHEDULE 40 PVC PIPE M ACCORDING TO CITY OF GRAHAM STANDARDS AND SPECIFICATIONS. J - ALL SANITARY SEWER TIE-INS TO EXISTING MANHOLES SHALL BE CORED WITH A BOOT ACCORDING TO CITY OF GRAHAM STANDARDS. DIII - ALL UNDERGROUND UTILITIES SHALL BE TESTED PRIOR TO THE �I PLACEMENT OF STONE BASE AND PAVEMENT. O - WATER AND SANITARY SEWER ARE TO BE PUBLIC MAINTAINED PAVING AND CURB AND GUTTER NOTES: v - SUBGRADE MATERIAL SHALL BE PREPARED AND APPROVED ACCORDING Have the follwing been submitted? Provide stormwater application Buffer authorization application O&M Agreement TO CITY OF GRAHAM STANDARDS AND SPECIFICATIONS. - THE TYPICAL PAVEMENT SECTIONS FOR THIS PROJECT SHALL BE CONSTRUCTED En 0 AS SHOWN ON THE APPROVED PLANS. ALL MATERIAL PLACED SHALL BE o TESTED ACCORDING TO CITY OF GRAHAM, NCDOT STANDARDS AND SPECIFICATIONS AND ANY PROJECT GEOTECHNICAL ENGINEERS RECOMMENDATIONS PROVIDED. GENERAL CONSTRUCTION NOTE: -ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF GRAHAM, SPECIFICATIONS AND STANDARD DETAILS, LATEST EDITION. v 21 OWNER/DEVELOPER: CONSTRUCTION PLANS FOR COUNCIL CREEK ROGERS ROAD ZONING: R=12 Per Plot Back 5e-181 Additional ROW for / Cul-D—Saa Shall revert back to lots a-io when Dartell Dr. Is Extended' / KEYSTONE GROUP, INC 3708 ALLIANCE DRIVE GREENSBORO, NC 27407 CONTACT: Scott Wallace PHONE: (336) 85&0111 FAX: (336) 369-1336 email: SWALLACE@GOKEYSTONE.COM ENGINEER: CPT ENGINEERING & SURVEYING, INC. 4400TYNING STREET HIGH POINT, NC 27265 CONTACT: CHUCK TRUBY, P.E. PHONE: (336) 812-8800 ext304 FAX: (336) 812-8780 email: CHUCKT@CPTENGINEERING.COM Know what's b@IOW. Call before you dig. .CGY�FI P- t sin VIA f A� � PARCEL ID. 131131 DEED: 441-315 / PLAT. 67-114 PARCEL ID: 131214 1 � 8 0 1 1 ro I m I 01 m l I Id I FLAT I affigb 7 I ' 500k:•65 PAGE 200 I I I I I 1 I I I I , I 1 SCALE: N.T.S. GRAHAM TOWNSHIP — ALAMANCE COUNTY GRAHAM, NORTH CAROLINA OWNER / DEVELOPER: KEYSTONE GROUP, INC 3708 ALLIANCE DRIVE GREENSBORO, NC 27407 CONTACT: Scott Wallace PHONE: (336) 856-0111 E-MAIL: SWALLACE@GOKEYSTONE.COM FEBRUARY 2021 1 Y 2a. I I VIVNITY MAID GWS TO BE AI 4' ST7dP a.OZEr5S OTHEWISE NOTED ANDIOR S� cAr I�xr� xo�� j1i�kTN x+uR�ES' 2'-b � W + � � � �aeacc w�ura * Dui • R 2•-0• I � I I 1 Po• AaG OE 2- S913C jlordriEk 4Cw+tst) 3,30 PSI OOhICWETE EXPMORM JUNr EVERT 90' 3 OQ0 FSf CsdN WEJE CCwPR4rTAQJf g1n1T E� F7r f4' EXPAPSUM JOINT LV€RY 50' C0NrkAc- 0W ,,ter EWYY .5' I f,�5 • F9,5B I I {TOP cclbwsv —2.019 TRACr6R M= PRESENT hV5PEcr'0R WTH ASPFUL1~ TiIC-PCET3- 2, REFER M r�-1F CFFP OF GPFAWPW a-VELOF ULNT OPDfRANCE F):�R dPWPRIAFL fh11+ENSfPN� ALTEWATIVE SR ET WL9TF6 ANU °AVD&W 5EG'?A�05 Wy 8E t1PPIROVrD PER THE UDO AND 0i l- OF GRAI-" 7RL J. ALL ASPAgT CEJbEW PLANT Aff ANO MEMOD OF PLA4 F15 SEW 5HALL CWPLY WNh &C. DOT STARNRD SPEC 7C4720A S, 4- #L WORK SK4LG COMPLY WTH N-C- 007 ST AEWRD SPEC$;CA760"S� 5, TOP COORSE TO HE PLACED WfTF W 1`2 MQNTNS OF ASPHALT &KOER COURSE, 0, ALL ROADWAYS �-�4L &E PRO�F14QiiFO PEAR 70 PLACEMENT OF ABC S"f0INE, &+NOFR COUR-5r AND rOP tOUF7SEr. ALL �TFCf:TS ,w ASI.3PAX AND/a* PAV�eWlvr SW.0 aE CITY OF GRAHAM ST1 DWG NOREV. REWDEIV TfAL STREET S€CMN 7orxac� rr,�au QF7+Iu1Sf�� 1l7i'1D24 (TYPICAL FOR ALL STREETS) ALL STREETS WILL BE OWNED & MAINTAINED BY THE CITY OF GRAHAM SHEET INDEX SHEET NUMBER &TITLE CVR .... COVER SHEET C-1 ..... EXISTING CONDITIONS PLAN C-2 ..... OVERALL SITE PLAN C-3 ..... SITE PLAN C-4 ..... SITE PLAN C-5 ..... OVERALL UTILITY PLAN C-6 ..... UTILITY PLAN C-7 ..... UTILITY PLAN C-8 ..... OVERALL GRADING PLAN C-9 ..... GRADING & DRAINAGE PLAN C10..... GRADING & DRAINAGE PLAN C11..... POND #1 PLAN & DETAILS C12..... POND #2 PLAN & DETAILS C13..... STORM DRAINAGE AREA MAP C14..... STORM DRAINAGE AREA MAP C15..... POND DRAINAGE AREA MAP C16..... POND DRAINAGE AREA MAP C17..... EROSION CONTROL PLAN (STAGE 1) C18..... EROSION CONTROL PLAN (STAGE 1) C19..... EROSION CONTROL PLAN (STAGE 2) C20..... EROSION CONTROL PLAN (STAGE 2) PR1..... PLAN AND PROFILES PR2..... PLAN AND PROFILES PR3..... PLAN AND PROFILES PR4..... PLAN AND PROFILES PR5..... PLAN AND PROFILES PR6..... PLAN AND PROFILES D-1 ..... DETAIL SHEET D-2 ..... DETAIL SHEET D-3 ..... DETAIL SHEET D-4 ..... DETAIL SHEET D-5 ..... DETAIL SHEET D-6 ..... DETAIL SHEET Z r- Z_ O U) (V `Z T) ~m N Z� 1U � W Z IL Qom �z� Q OLLJ LLJ t1 2 Z LIj ' \�N CA�'O'''% P.,'.FESS/off SEAL C) 14984 _ ' �. �NGINEE� •'—��, SP r � V11A 2/25/2� SCALE: N.T.S. DATE: 2/25/21 PROJECT: 1661-20 DRAWN BY: TGL SHEET C,\/R