The URL can be used to link to this page

Home My WebLink About20191595 Ver 1_Lakeview Dr. Bridge_20191120Q U Q 0 w w J Q f d Co O O O N W O 61 3 0 U J LAKEVIEW DRIVE BRIDGE MOORE 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com COUNTY, PRELIMINARY - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION NORTH CAROLINA SCHEDULE OF DRAWINGS G-001 .... COVER SHEET G-002 .... NOTES AND LEGEND CD-101 .... EXISTING CONDITIONS AND DEMOLITION PLAN C-101 .... SITE, GRADING, AND EROSION CONTROL PLAN C-301 .... SITE PROFILES C-302 .... CROSS-SECTION VIEWS STA. 100+00 - STA. 102+00 C-501 .... DETAILS 'm OCTOBER, 2019 ABBREVIATIONS 0 AT MAX. MAXIMUM A AREA MECH. MECHANICAL A.B.C. AGGREGATE BASE COURSE MFR. MANUFACTURER AC ACRE MH MANHOLE A.D. ALGEBRAIC DIFFERENCE MIN. MINIMUM A.F.F. ABOVE FINISHED FLOOR MI MILE AL AREA LIGHT MJ MECHANICAL JOINT APPROX. APPROXIMATE ARCH. ARCHITECTURAL # / NO. NUMBER ASSY. ASSEMBLY N NORTH NEMA NATIONAL ELECTRICAL B—B BACK TO BACK MANUFACTURERS ASSOCIATION BEAR. BEARING N/F NOW OR FORMERLY BLDG. BUILDING N.I.C. NOT IN CONTRACT BOC BACK OF CURB NTS NOT TO SCALE BOT. BOTTOM O.C. ON CENTER(S) CENTERLINE O.D. OUTSIDE DIAMETER C.A.B.C. CRUSHED AGGREGATE BASE COURSE OHE OVERHEAD ELECTRIC CB CATCH BASIN OPER OPERATION C—C CENTER TO CENTER OPNG OPENING CF CUBIC FEET CFM CUBIC FEET PER MINUTE PB PLAT BOOK C&G CURB AND GUTTER PC POINT OF CURVATURE CH CHORD PERM. PERMANENT Cl CURB INLET PG PAGE CL. CLASS PI POINT OF INTERSECTION CNST CONSTRUCTION PITO POINT OF INTERSECTION — TURN OUT C.O. CLEAN —OUT PL PROPERTY LINE CO. COMPANY PP POWER POLE COL COLUMN PROP. PROPOSED CONC. CONCRETE PS POINT OF SWITCH CONN CONNECTION PSI POUNDS PER SQUARE INCH CPP CORRUGATED PLASTIC PIPE PT POINT OF TANGENCY CSP CORRUGATED STEEL PIPE PT POINT CULV. CULVERT PVC POLYVINYL CHLORIDE P.V.C. POINT OF VERTICAL CURVATURE DEG DEGREE(S) P.V.I. POINT OF VERTICAL INTERSECTION p DELTA ANGLE PVMT PAVEMENT 0 / DIA. DIAMETER P.V.T. POINT OF VERTICAL TANGENCY D DEPTH / DEEP DB DEED BOOK R RADIUS Dc DEGREE OF CURVATURE RCP REINFORCED CONCRETE PIPE DET DETAIL RD ROAD DI DROP INLET RED. REDUCER REQ'D. REQUIRED DIP DUCTILE IRON PIPE DN DOWN RJ RESTRAINED JOINT D/W DRIVEWAY RR RAILROAD DWG(S). DRAWING(S) RT RIGHT R/W RIGHT OF WAY E EAST S SOUTH EA. EACH SAN SANITARY EL/ELEV ELEVATION SCH SCHEDULE ELEC. ELECTRICAL SDMH STORM DRAIN MANHOLE EOP EDGE OF PAVEMENT SEC SECONDS ESMT EASEMENT SECT. SECTION EX/EXIST EXISTING SED. SEDIMENT F.D. FLOOR DRAIN SEW SEWER FDC FIRE DEPARTMENT CONNECTION(S) SF SQUARE FEET FES FLARED END SECTION SHT. / SH. SHEET FFE FINISHED FLOOR ELEVATION SP SERVICE POLE FH FIRE HYDRANT SPEC. SPECIFICATION FHA FIRE HYDRANT ASSEMBLY SQ. SQUARE FI FLOW INDICATOR SR STATE ROAD FLEX. FLEXIBLE SS STAINLESS STEEL FL FLANGE SSCO SANITARY SEWER CLEANOUT FM FORCE MAIN SSMH SANITARY SEWER MANHOLE FO FIBER OPTIC CABLE STA. STATION FOP FIBER OPTIC POST STD. STANDARD FOSC FIBER OPTIC SIGNAL CABLE STL STEEL FOC FACE OF CURB S/W SIDEWALK FT FEET T/C TOP OF CURB FUT FUTURE TEL. TELEPHONE GA GAUGE TEMP. TEMPORARY GAL. GALLON TK THICK GALV. GALVANIZED T/G TOP OF GRATING GEN GENERATOR T.O. TOP OF... G/L GUTTER LINE TP TELEPHONE PEDESTAL GV GATE VALVE T/S TOP OF SLAB GW GUY WIRE/ANCHOR TSB TRAFFIC SIGNAL BOX TST TEMPORARY SEDIMENT TRAP HD HEAVY DUTY T/W TOP OF WALL HEX. HEXAGONAL TYP. TYPICAL HOR(IZ). HORIZONTAL HP HIGH POINT U/G UNDER GROUND HWL HIGH WATER LEVEL UGE UNDER GROUND ELECTRIC HWY. HIGHWAY UP UTILITY POLE UV ULTRAVIOLET ICV IRRIGATION CONTROL VALVE I.D. INSIDE DIAMETER V VALVE IN INCHES) VC VERTICAL CURVE INV. INVERT VERT. VERTICAL JB JUNCTION BOX W WIDTH W WEST K CURVE COEFFICIENT W/ WITH L LENGTH WD WIDE LB POUND(S) WL WATER LEVEL LD LIGHT DUTY W/L WATER LINE LF LINEAR FEET WM WATER METER LG LONG WSE WATER SURFACE ELEVATION LP LIGHT POLE WV WATER VALVE LT LEFT WWF WELDED WIRE FABRIC LWL LOW WATER LEVEL YD YARD YI YARD INLET YH YARD HYDRANT gEFORF y `C_ c 5400 Trinity Road Suite 107 Raleigh, NC 27607 Q o 919.378.9111 s mcg NC Firm License # C-0459 9�F QA mcgillassociates.com Q GING PP NO.I DATE I BY DESCRIPTION LAKEVIEW DRIVE BRIDGE WHISPERING PINES MOORE COUNTY, NORTH CAROLINA EXISTING CONDITIONS LEGEND STEL PED TELEPHONE PEDESTAL CALCULATED POINT ,PEDC ELECTRIC PEDESTAL GIPS 1/2" REBAR SET WITH CAP 13CATV PED CABLE TV PEDESTAL ® CONCRETE MONUMENT SIGN SIGN ®CM—R/W RIGHT-OF-WAY MONUMENT CATV UNDERGROUND CABLE TV SIGN ODOT MON D.O.T. CONTROL POINT �UG FOC UNDERGROUND FIBER OPTIC CABLE SIGN ORBF REBAR FOUND �UG TCS UNDERGROUND TELEPHONE CABLE SIGN ORRSPIKE RAILROAD SPIKE �UG GAS UNDERGROUND GAS LINE SIGN 0PK NL PK NAIL FOUND / SET �UG ELEC UNDERGROUND ELECTRIC LINE SIGN 0 SPINDLE SPINDLE FOUND / SET LP LIGHT POLE ®CPHUB HUB & TACK SET OUP UTILITY POLE ACP/NL GPS CONTROL POINT NAIL SET / FOUND E GUY WIRE ANCHOR ACP/NL CONTROL POINT/NAIL SET CPS OTSP TRAFFIC SIGNAL POLE OCP/TEMP CONTROL POINT TEMPORARY MARK RxR RAILROAD CROSSING SIGNAL NGS METAL ROD NATIONAL GEODETIC SURVEY METAL ROD Q MH MANHOLE ®NGS CM NATIONAL GEODETIC SURVEY CONCRETE MONUMENT SSMH SANITARY SEWER MANHOLE TEMPORARY CONTROL POINT SET Q SDMH STORM DRAIN MANHOLE ® NETWORK TRIANGULATION POINT COMMH COMMUNICATION MANHOLE ELMH ELECTRICAL MANHOLE A STAKE STAKE FOUND O J.B. JUNCTION BOX 40 INTERSTATE HIGHWAY SPIGOT SPIGOT/YARD HYDRANT 6J6 U.S. HIGHWAY O C.O. SEWER CLEAN -OUT +ELEFIFE VATION FINISHED FLOOR ELEVATION O E.SS ELECTRIC SERVICE STUB -OUT Q5 Mw MONITORING WELL O G.SS GAS SERVICE STUB -OUT •Pz PIEZOMETER ®CB CATCH BASIN (9 LANDFILL GAS MONITORING PROBE ®CI CURB INLET O SURFACE WATER SAMPLING LOCATION OwM WATER METER 6M LANDFILL GAS VENT AFH FIRE HYDRANT 0 LANDFILL GAS COLLECTION WELLHEAD oawV WATER VALVE Qw POTABLE WATER WELL F BLOW OFF VALVE OMB MAILBOX OR PAPER BOX VALVE VALVE bG/M GAS METER APB POSTAL DROP BOX b G/V GAS VALVE )SAT DISH SATELLITE DISH D.a ICV IRRIGATION CONTROL VALVE OYARD ORNAMENT STATUE, BIRD BATHS, ETC. D14 PIV POST INDICATOR VALVE TREES ® E.JUNC ELECTRIC JUNCTION BOX OR OUTLET 0 SHRUBS / BUSHES o SIG Box TRAFFIC SIGNAL BOX (H) HORIZONTAL GROUND DISTANCE (G) NC STATE PLANE GRID DISTANCE CULVERT x x x FENCE SILT FENCE -o—o—o—o—o—o—o—o—o—o—o—o—o—o- GUARD RAIL ----S-----S APPROXIMATE LOCATION OF EXISTING SEWER LINES ----w-----w APPROXIMATE LOCATION OF EXISTING WATER LINES -----G-----G— APPROXIMATE LOCATION OF EXISTING GAS LINES I I I I I I I I I I I I I I I I I I I I I I TOP OF SLOPE I I I I I I I I I I I I I I I I I I I I I I TOE OF SLOPE --DL-----DL-----DL-- DITCH LINES — — — — —CTV— — — — —CTV— APPROXIMATE LOCATION OF UNDERGROUND CABLE TV LINE CTV APPROXIMATE LOCATION OF OVERHEAD CABLE TV LINE -----FOC -----FOC — APPROXIMATE LOCATION OF UNDERGROUND FIBER OPTIC CABLE LINE ----E-----E APPROXIMATE LOCATION OF UNDERGROUND ELECTRIC LINE E E APPROXIMATE LOCATION OF OVERHEAD ELECTRIC LINE ----T-----T APPROXIMATE LOCATION OF UNDERGROUND TELEPHONE LINES T T APPROXIMATE LOCATION OF OVERHEAD TELEPHONE LINES -----ROW-----ROW— RIGHT-OF-WAY TREELINE O O O O O O C)O C)o SHRUBLINE PROPERTY LINE NOT SURVEYED 00000000000000000000000000000000o ROCKLINE --- —-- — — — STREAM LINE -- - - - -- CENTERLINE q CENTERLINE VARIANT SWAM PLINE/WETLANDS ----u-----u APPROXIMATE LOCATION OF OVERHEAD UTILITY LINE IPS IRON PIN SET CMU CONCRETE MASONRY UNIT RBF REBAR FOUND CPP CORRUGATED PLASTIC PIPE OTIPF OPEN TOP IRON PIN FOUND DIP DUCTILE IRON PIPE CTIPF CRIMPED TOP IRON PIN FOUND E&T ELECTRIC & TELEPHONE CMU CONCRETE MASONRY UNIT FOC FIBER OPTIC CABLE R/W RIGHT OF WAY GIP GALVANIZED IRON PIPE CENTERLINE O/H OVERHEAD RCP REINFORCED CONCRETE PIPE C CURVE (SEE CURVE TABLE) U/G UNDERGROUND POB POINT OF BEGINNING VCP VITRIFIED CLAY PIPE CID CALCULATED POINT PVC POLYVINYL CHLORIDE PIPE PB PLAT BOOK FFE FINISHED FLOOR ELEVATION DB DEED BOOK PG PAGE L LINE (SEE LINE TABLE) REF REFERENCE BLDG BUILDING DOT DEPARTMENT OF TRANSPORTATION NGS NATIONAL GEODETIC SYRVEY CIP CAST IRON PIPE NCSP NORTH CAROLINA STATE PLANE CMP CORRUGATED METAL PIPE MTR BOX METER BOX CONC CONCRETE AS NOTED OFFICE MANAGER DESIGNER BJR PROJECT MANAGER REVIEWER PRELIMINARY - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION NOTES AND LEGEND DATE PROJECT # FUNDING # OCTOBER, 2019 1 12.04017 N/A SHEET G=002 0 0 PLAN POPLAR 13" --III 1 TREE LINE II fiI II; I I I I .IIII I,1 1 MAGNOLIA 8" POPLAR 15" —IIII 111�; y —290— , \i\ i%/i/\ // �% / �\ // ,/WO POST ell 292 \ TREE LINE \\`\\ III // / U— _ _ _ / __` � �•�� '�l l 1 l l l l 1 l l�—_-- U % _—U U--\ �'�� I `l\\\ / %//• �%i____ I —/ �'% j\/\��// — — -- / � = � ��--/�ID�—1 1 •— / I'll /�\� \— /�i/ / I _ ��/\ \ \ / REMOVE BOLLARDS /1 I'I I' / \\� // // _287 ---U \ l / l l l l l —1 �/ y. I:I l / / iJ yi \ �s— / / EXISTING CULVERTS (TO BE REMOVED).290 1 / \ \ \\ p. / / / / \ TREE I / � / \ L EXISTING ROAD \ TO BE RAISED 4- I \ \ / REMOVE ASPHALT zsa �� Ll � Ll _/ PAVEMENT \\\ TREE,LWE— DL— VC—off, l �l �l \/ / \ \ \ � � \ NV. OUT289.72' �Dol\\/ / / \� \ \ \ FDC EX. 36 RCP D� ) IN —DL— \//\\ /� \\ \\ _\\ \\—1 / l / l I \ //INV (E)OUT=2880603 2Dt 90/ l l l l l l /� /� \ II�L�1�11 \ \ •r��. l l ` . `� / / SI PINE 18 P-iIa EX. 12" CPP INV. (N) IN = 289.18' INV (S) OUT = 289.05 gEFORF y C 5400 Trinity Road Suite 107 Raleigh NC 27607 919.378.9111 NC Firm License # C-0459 meg illassociates.com Q� GING QP� EXISTING TREES (TO BE REMOVED) �k TF ENE \ I _ THAGARD'S LAKE / 281 J LAKEVIEW DRIVE BRIDGE WHISPERING PINES MOORE COUNTY, NORTH CAROLINA 10 0 5 10 20 GRAPHIC SCALE DIVISION VALUE = 10 FEET OFFICE MANAGER DESIGNER BJR BJR PROJECT MANAGER REVIEWER .I_11ra WOOD FENCE i 0 --U--- PRELIMINARY - FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION EXISTING CONDITIONS AND OCTOBER, 2019 DEMOLITION PLAN PROJECT # 12.04017 FUNDING # N/A SHEET CD=101 0 0 NO. 1 DATE I BY DESCRIPTION PLAN BEGIN ROAD RECONSTRUCTION SAWCUT FULL PAVEMENT SECTION STA. 99+75 SLOPE 1:1 TREE LINE II fiI II I I I I Mn J-- AGNOLIA 8 I I I 11' // I / /� -IIIIII POPLAR 15" 11 11�� 292 TREE LINE \\ I - I�\\ I I11 III I I /, \ �y\�%•%/ //- ' / / 11`\\�// 1111:�1 \/ % TEMP. SILT FENCE TYP. /O DITCH PROFILE ALIGNMENT !r IIIIlI:IiI I\\ \y\am— U1 /�X(SEE SH. C-301) U0Il1 \/ '•�== / / / / / \\ / = --U\— — U\� DN U�---UU— u- U- — — - //U --U= PROP. ROAD ALIGNMENT $6 �28S //.i/� /Za$/ ///// //// 9 �� i2 (SEE SH. C-301 FOR PROFILE) 290 \ — O 36' -2;7 PROP. 2' SHOULDER Q 57. -::F4 / , I pDL 1'l a-LI LL/ �LI 290. pL-__ LLI J-LI \p\_\\p\ TEMP. SILT FENCE, TYP. EXTEND VALVE RISER TO MATCH PROPOSED GRADE R Q -5% SLOPE 3: 1 gEFORF y C 5400 Trinity Road Suite 107 Raleigh NC 27607 919.378.9111 NC Firm License # C-0459 me gillassociates.com Q� GING QP� END ROAD RECONSTRUCTION SAWCUT FULL PAVEMENT SECTION STA. 102+15 WOOD FENCE i Y — —U-----1 i / \ / a / -- \ TREE LINE / 9 \ 286 / / // / / io \ N06° 29' 51.99" Y. 20°92 ,i / o 2=LO 5 "E + � 1100 - ° 17' 40.54"E N16° 30' 36_f N j LAKEVIEW DRIVE \ N23` 14' 20.61 "E 11111�' ■�'�._rl� 292 /,- � \\� `/ / \\\ `mil Ile 2 \ \ 291 _ PROPOSED BRIDGE 30' 18' TREE -LINE- FDC PROP. GUARD RAILS / / > 10' J ,� (SEE DETAIL SH. C-501) 3=- i�0. - PINE 18" 10 IV 8 ` /��_ \\ I\ \ �I I I _ INE 20„ 1 \\\ \\q\I WILLOW 12" THAGARD S LAKE J l l l \ W. N 11111111 / \�,\�� TF E�-I.NE %\\ \ \ �� / � tip\ \ '• \ \ \ PINE 24„ _--28 -- -�1 LAKEVIEW DRIVE BRIDGE WHISPERING PINES MOORE COUNTY, NORTH CAROLINA 10 0 5 10 20 GRAPHIC SCALE DIVISION VALUE = 10 FEET OFFICE MANAGER DESIGNER BJR BJR PROJECT MANAGER REVIEWER PRELIMINARY - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION SITE, GRADING, AND EROSION CONTROL PLAN DATE OCTOBER, 2019 PROJECT # FUNDING # 12.04017 N/A SHEET C=101 0 0 NO. I DATE I BY DESCRIPTION 0 U U) LU w LU 2 N N a0 O N W C� ca 295 295 PVI STA = 100+51.62 HIGH PT. STA: 101+22.97 PVI ELEV = 292.75 ROAD PROFILE HIGH PT ELEV: 293.15 A.D. = 3.78 PVI STA = 101+27.29 K: 18.92 HORIZONTAL 1 " = 10' PVI ELEV = 293.24 GRADE BREAK STA = 102+15.74 46.80' VC VERTICAL 1 = 10 A.D. = 1.60 K: 30.00 ELEV = 292.71 N 47.95' VC L �N O) N N O PROPOSED ROAD GRADE M °' r+j O O + N NN ON r7 +O) 6) O O ON �N II 060 + U LJ > Ld V) U U> U ON ww 0.66% >w O w U —0.947 Q 0f m N > m m 0. w Q> II w Qf w 0. % 100-YEAR FEMA FLOOD EXISTING ROAD GRADE N ��ELEVATION = 290.8' +� pN +� ON N w w +Q) ON (nU NU Uw a0Lr)o �� >m m w 290 I� rn N 6i U w 290 > w w LOW PT. STA: 01+99.88 LOW PT ELEV 292.65 > m PVI STA 100+00.80 PVI STA = 1 1+98.37 00 PVI ELEV = 291.16 PVI ELEV = 292.57 A.D. = 3.76 A.D. = 1.74 K: 20.00 K: 20.00 49. 8' VC 34.71' C EX. 36" RCP TO BE REMOVED 1 PROPOSED BRIDGE WITH VERTICAL WALL ABUTMENTS 1 i � 1 PROPOSED CHANNEL INVERT = 285.0' — � 285 285 VPROPOSED EXISTING DITCH SECTION GRADE DITCH SECTION GRADE 284 284 99+50 100+00 101 +00 102+00 102+50 PRELIMINARY - FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road e �,�,�gEFORFYD �`' o LAKEVIEW DRIVE BRIDGE AS NOTEDSuite PROFILES SHEET 107SITE Raleigh, NC 27607 • Mcg 919.378.9111 NC Firm License # C-0459 CN A�`C/ o ��` WHISPERING PINESOFFICE MANAGER BJR DESIGNER BJR C=301 MOORE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING # mcgillassociates.com v` �GING QP NO. DATE BY DESCRIPTION OCTOBER, 2019 12.04017 N/A 5400 Trinity Road P� Suite 107 Raleigh, NC 27607C9 919.378.9111 NC Firm License # C-0459 mcg i I lassociates. com 295 290 rr\vr. vur\r�v r\r�i�a EXISTING GRADE PROP. GRADE ' 295 290 285 0 60 50 40 30 20 10 0 10 20 30 40 50 60 7385 102+00 295 PROP. GUARD RAILS 295 PROP. GRADE GRADE ,- EXISTING - __--' ------- ----------------------------- \ �J 290 290 285 285 283�0 60 50 40 30 20 10 0 10 20 30 40 50 60 7383 101+50 295 PROP. GUARD RAILS 295 290 285 PROP. GRADE EXISTING - ,, GRADE _ ,. THAGARDS LAKE ----------- •,, -- 290 285 82 28270 60 50 40 30 20 10 0 10 20 30 40 50 60 7(T 101 +00 295 PROP GUARD RAILS 295 PROP. GRADE GRADE I 0 �� ------------ ,---------- EXISTING ,� `\I , ----------------------------- \ \ � � I I \ i I 290 290 285 285 283 0 60 50 40 30 20 10 0 10 20 30 40 50 60 7383 100+50 PROP. GUARD RAILS 290 285 282 PROP. GRADE I o EXISTING GRADE - ------------ 0 I 290 285 82 70 60 50 40 30 20 10 0 10 20 30 40 50 60 7C� 100+00 �gEFOR Y � o Q AA �YGGING V LAKEVIEW DRIVE BRIDGE WHISPERING PINES MOORE COUNTY, NORTH CAROLINA NO. DATE BY DESCRIPTION HORIZONTAL 1" = 10' VERTICAL 1" = 5' OFFICE MANAGER DESIGNER BJR BJR PROJECT MANAGER REVIEWER PRELIMINARY - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION CROSS-SECTION VIEWS STA. 100+00 - STA. 102+00 DATE PROJECT # FUNDING # OCTOBER, 2019 1 12.04017 N/A SHEET C=302 I 0 0 N 8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE (MIN. 14 GAUGE 6"X6" WIRE) 6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE 5' STEEL POST (MIN. 1.25 LB/LF) WIRE - FENCE N I I1\\;\\\\/,I. WIRE FENCE STEEL POST A N SLOPE SLOPE LENGTH(FT) <2% 100 2 TO 5% 75 5 TO 10% 50 10 TO 20% 25 >20% 15 U Z = Q W o�� o3w o SECTION VIEW U- FILTER FABRIC BACKFILL TRENCH EXISTING AND COMPACT GROUND THOROUGHLY UPSLOPE (DISTUR EB D AREA) MAXIMUM AREA(SQFT) 10,000 7,500 5,000 2,500 1,500 WOODEN 2'X4' E PLASTIC OR WIRE TIES 2' 1" EXISTING GRADE EXISTING GROUND GUARDRAIL NOT TO SCALE NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY DURING PROLONGED RAINFALL. REPAIR SHALL BE MADE AS NECESSARY. 2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR. 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. 4. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.62. EC SILT FENCE UPDATED MARCH, 2017 NOT TO SCALE r2 20' ROAD 11"/FT I - 1 /4"/FT qj- 1 /4"/FT -� 2" S9.56 ASPHALT 8" CABC COMPACTED SUBGRADE ST TYPICAL PAVED ROAD CROSS-SECTION 1 O UPDATED MAY, 2018 NOT TO SCALE 5400 Trinity Road FA Suite 107 Raleigh, NC 27607 919.378.9111 mcgill NC Firm License # C-0459 mcgillassociates.com PLAN SYMBOL STEEL GUARDRAIL POST z <511- LAKEVIEW DRIVE BRIDGE AS NOTED 0 WHISPERING PINES OFFICE MANAGER DESIGNER BJR BJR Q� GING QPMOORE COUNTY NORTH CAROLINA PROJECT MANAGER REVIEWER NO. DATE BY DESCRIPTION DATE OCTOBER, 2019 DETAILS PROJECT # 12.04017 PRELIMINARY - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION FUNDING # N/A SHEET C=501 0 v 0 N