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Home My WebLink AboutEA.Civil.Plans.Set.2 645 645 645 645 co 21 o � o o 0 N N ' N ' O Ln 0 N N ' O ^ Ch i Cp O �co ' ' ^N ^ p Ov O O O04 M co N CO ^ N ^ ^ V Q V i 640 `—IN� w �� N N o 640 640 O O 0 U U N U `� .� — 640 0)lCj LO Oi O NCO O ' ti c0 I� N M Z � O N 0(077 0 C)) CVO ^O 0) O V N IN M (NO M O OCO 77 _O O Q > Z > N U M O O i O N O O co dj O O ti ~ N M O a — — 00 CO ti O — — "s- a — — Ci) M 0) CO O CO CM ch > > O > N o > > C° Z chN M H M � CN H - - o — N � MNm m off - - N rnOZ z COz p z 0 ra > Ma > z FNISHED RADE oaz O _ (0z z to r' c°O CID.� 0z z �j O e en 635 00 / \ o z z f \ O Z z > 635 635 \ 0 a O o O z 0 - - 635 Q O U p No � Z 0� Z Z N / \ . GRAD CO 12 630 a z / ✓ 630 630 \ - 25 3 630 w O> I \ — �— _ ' OF — i �_ 62. „ 0208- — � � C10� 0.00 � \ 8„ PVC 0. 4% _ Vw. 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(� ^ 0 V O O O O EX. MADE I V IN 628. 6 (0211- 207) O O N m Ln LO , ao N 9 4 N N o INV IN 62 .89 (C5- 207) o ai O M U �- `. � N N 625 o 04 625 640 N rki°' o N LO C° 640 640 o v ICU U 640 640 O o 640 Lo 0 Lr) CD in CV N M H M j 19� oD 00 ~ O O ti •�� cdC aim Ln � C5 az O � a O �o> mm N N m MH MH Mrn 04 m •� az Paz RARE °r° � 0Z z off z O — cMo � Z Z 0 coo 00 MO TIMMONS GROUP INV N 2 7- / d = = YOUR VISION ACHIEVED THROUGH OURS. H z \ 0 z a Q INV N 629.88 (C6-05) / / EX. 0-9 00 O Q > Z Z Z O z U H Z O O > > > VIRGINIA I NORTH CAROLINA \ _ — — —cli THIS DRAWING PREPARED AT THE H z / / RADE O RALEIGH OFFICE 620 620 635 , 635 635 635 635 635 5410 Trinity Road,Suite 102 / GRADE F NISHED Raleigh,NC 27607 TEL 919.866.4951 KAUL r www.timmons.com FAX 1 5 .5 10- North Carolina cense No.C-1652 FINIS ED / EX. Site DevelopmentI Residentall I Infrastructure Technology 50352-333 615 02_0 01 615 630 69.80' 02 630 630 6- 5 630 630 C7-05 630 F 33>0, 0 50208.36' OF 1. 3% 11-020 7•g4 OF 10" PV O%J.67-1 Off C 8„P C 8" PVC A 02 4-qQ l VC 4" RC C5-020 31.64' 12" @ 1.0 % @ 0.640 o ° „ 10 PVC @ o 1.38° SEPA TION 0.50 0 @ 4.32 0 8" PVC 610 610 625 625 625 625 625 G DE 625 WATERLINE LU 10" P C DR 18) WATERLINE 605 605 620 620 620 620 620 620 NCD LnM p � � � pM � 1 POLO �rLO M � cnM M � M � pry � Ln Ln0) p � NCD CzCY) � co M� C) rn � � p � 00M I, CND ^ N rn0, Co It o M o O Ln M r` 0 r� Ln CD r` M co a; o ri CO Cfl co M � co co K N N M ni ni M M N °) Cl) C) Cli NN N AO O O 00 L.,) M MN L.,) M M coM CnM MM MM Cnco MM MM MM MM MM cM M LnM 60N NN Cp0 0 pN CON CON CON CON pN COS pM COM pM COM CflM COM pM pC.0 p0 pco toO p0 p0 p (0 CNpM CNpM pM pM Cflco 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 9+80 10+00 10+50 11+00 11+50 12+00 9+25 9+50 10+00 10+50 11+00 11+50 11+75 9+80 10+00 10+50 11+00 11+50 9+80 10+00 10+50 11+00 CD STRM 0202 - 0200 STRM 0213 - C5 STRM C6 - C7 STRM 0214 - C8 r STA. 9+80 - 11+90 STA. 9+25 - 11+75 STA. 9+80 - 11+50 STA. 9+80 - 11+00 (V � N M 0 0 0 Z O N O M O eft 645 ^ 645 645 0 0re M 645 645 0 0 O 645 645 O O M 645 645 O O M 645 Z M MO MO O M cM O M co CD M O O ^ M N 0 I C) M 0 M CD CD LO 00 co O O ^ O O O ti O O O O O I� O O O CO N OM C)M , O 0 0 co 60 LO 00 M O O M ♦^ 0 0 O O O O M CO � NCO � CO H CO H ' LC) M ' O ' Oi O O LO't O LCa CO aD O) O O W Z Co OO oO C� J O O ce)O v O v M CMp O O O > M O O MOO O > co O > 640 640 640 r a — — FINIS ED _ 640 640 N a _ _ c0 640 640 �,� a _ _ _ 640 640 a _CID -7 _ 640 I.I.I co o LO11 H M0» 00>> M > 0CY)0» 00 > > >= J lf) CO CO Ln ti CO LC) CA CO CO — — � H N H rm rm H a O O W �a Z O N O z Q MO Z Q O H Z .. oM �- z_ z o z_ z Mo z_ z FINIS ED V Q 635 635 635 635 635 635 635 635 635 635 / Z FF-1— let / (n DE � � — _ C� V) 304 O C 0 630 / 630 630 / 630 630 630 630 9 0 630 630 9g o/ 630 � O U C> r IJJ 00.04, F OnbO �,�.O Q o 0 3 3 r 0 18" 6� 6rO°° �iy X. / J N V O 0.23' F RADE Z Z co o „ RC M Q 24 ■�■■■■ r 625 - 625 625 625 625 625 625 625 625 625 � .00' = 0 Q 0 0 30" RC v Q N c6go T Z a - z PROJECT NO: 600646 620 620 620 620 620 620 620 620 620 620 DATE: August14, 2023 REVISIONS I NOTE: DATE DESCRIPTION PROVIDE SIGNED AND SEALED SHOP 09/29/23 CMR VE ITEMS DRAWINGS FOR STRUCTURES TALLER 10/10/23 FINAL SCO THAN 16-FT AND STRUCTURES 11/20/23 ADD-03 SHORTER THAN 3-FT. PROVIDE 12/08/23 NCDEQ&NCDOT 615 615 615 615 615 615 615 615 615 / 615 ADDITIONAL CONCRETE WALL PERMIT REVIEW 1- 300 THICKNESS AND REINFORCEMENTS (FC-003) 84 5 ' AS REQUIRED BY DESIGN ENGINEER. RCP 610 610 610 610 610 610 610 610 610 610 608 608 608 608 608 608 608 608 608 608 r, CD p0 NLn ,, N p � NM LnM pry I, � � � � � pry LnCO pM � M p00 p00 p0 N � NCD p000 0 MCO Ln � pCn � � pCD r, 0 MCD CAS CA0 O p0 BCD CD CAS LnLO r\ � � 0 0 � 0 � � 4 STORM SEWER O 0 rl- r� Ln rl- N N ti f� N N ti f� N N ti r1 LO 00 M 00 0 O Ln 0 co 00 0 0) Lo 00 M 0 0 Lo Ln 0 Cl) 00 0 o 0) o 0 0 N N OD Ln o Lci o 0 o N M rr v- N N M M � N M rr cd M N N O M � Cn N O CYO M � M � CY) M � M � PO Lo M � M � Nz N0 N � N � ^ � M O M � Cn M � Cn M � Cn M M M O M � CO M M M � N � N O M � M ~ M O � � � � 0 ~ O PROFILES p0 p pN pN pM pM LDM pM LDM pM LDM pM LDM pM LDM pM pM pM pM pM pM pM pM pM pM pM pM pM pM pM pM pM pM pM pM pM pM pM � M � M � M '0M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 co 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LO LO 9+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25 9+80 10+00 10+50 11+00 11+20 9+80 10+00 10+50 11+00 11+20 9+80 10+00 10+50 11+00 11+20 9+80 10+00 10+50 11+00 11+20 0 N STRM 0304 - 0300 STRM 0305 - 0301 STRM 0306 - 0302 STRM 0307 - 0303 STRM 0308 - 0304 0 40 N STA. 9+80 - 14+25 STA. 9+80 - 11+20 STA. 9+80 - 11+20 STA. 9+80 - 11+20 STA. 9+80 - 11+20 PROFILE SCALE N co N R -=u r c - WATER - _� , l EX.\INV=62 .37' UTILITY NOTES R/W - - - - - - - - - - - - - - - - - - - - - - - - - - - --- $T -u�T- - E�( SERVICErTENT / - _ _ _ _C2_ - - _ _ - - - __ -ucr P - - _ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF R/SEX. -� � �� - _ - _ _ - - - , 0o < / PP - - - _ _ 3- - OTHE - - __- - - - AND DETAILS. _ C c RS M V „W -� RSY n _ - P/ _ _ _ C1, --- - - HA 2. STA AINS VER OF T N - - -UFO- - - -UFO _ -�� ___--- -_�_�_ H - a--- \ -p� -o WATERLINE BY OTHERS S N _ =UFO- - - - ��- �- -- - u -- �� S 86°284 'E 252.86' 3. ALL ROOF DRAINS SHALL BE 6" PVC (SCH 40)@ 1.04% MIN. SLOPE UNLESS --�-- tttttttt_� � _ _--� � � - � - �_ o Z -� - W R/W R/W R/W Fo ------------- \� /EX. INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN o v --= uFO__ R/ R/W - - C�------ _ SEE�L-ELECTRICAL _ --- W R/W �- -- _ - - - R/ uFp 19DF&WI G ----------- 36-IN. UFO R/W WR CONTROL PT#2(NAIL) R/W _ _ 4. ALL SANITARY SEWER SERVICES SHALL BE 6" PVC (SCH 40) @1.04% MIN. - GRID/GROUNDDC$ORDS \ � y a W R/W IS SL PE UNLESS THAN 36NIDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER o C7 R/ C9 NAVD88(GEOID 18) 4 W _ X X X X CSF=0.9999670886 W 5. INSTALL SEWER MAINS WITH A COVER OF NO LESS THAN 36-IN TO FINISH (GROUND TO GRID) C6.4 A GRADE IN NON-TRAFFIC AREAS 48-IN TO FINISH GRADE IN TRAFFIC AREAS. ti ALT#1 N:869 487.5751 6 CV E 57.49AC o o RD ° �'� I C6.4 - C � 6. SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM VERTICAL Q 2,504,250 SQ FT ELEV:625.52' _ ,/ CLEARANCE OF 18-IN TO STORM DRAINAGE PIPES. INSTALL ALL UTILITIES z 8 MARTIN MARIETTA MATERIALS INC C CIO F// TO PROVIDE REQUIRED CLEARANCES AS INDICATED IN THE J C 0 O C6.4 DB 865 PG 779 - SPECIFICATIONS. W_ 10-IN 3 ALT#1 8 N PB 82 PG 452 - " 5 F 1 O'X 2.5" 6 PVC FIRE SERVICE C6.5 7. WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM U C6.4 Z PIN: 8896695070 � ADMINISTRATION / ° C6.5 - // v- HORIZONTAL CLEARANCE OF 10-FT. _ ZONING:M-2 CLASSROOM 2.5"TYPE K COPPER W 8. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER FORCE MAIN O LAWN BU ILDI SF DOMESTIC SERVICE _ (BY OTHERS) PRIME CONTRACTORS, UTILITY COMPANIES AND OTHER TRADES z 8-IN X 6-IN REDUCER ��` INCLUDING BUT NOT LIMITED TO: NATURAL GAS, ELECTRICITY, TELEPHONE 2 UGP GP UGP P 0 FFE: 634.00 8 AND CATV. (0 -- ATTACHED TO BUILDING B C6.4 A EX. w LO LO g X (SEE PLUMBING - POND 9• VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES LT#1 - DRAWINGS) 7 ED BARREL w/ W PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IF ANY DISCREPANCIES < 8"W C6.4 -- C01 4" 5 C6.4 IGHT BLUE PROPOSED ARE DISCOVERED. UU LO ____ _ _ -I C6.5 BONNET IDS MAI N $ EX. TOE OF EARTH BERM __ RD ALT#1EX 10 ------------ NG 04 C6.4 o a ____----- � - � - - - _ -_ _ _ _ -�� ---- MH1 \ R/PRAP (B OTHERS) CONSTRUCTION AND SHALL MAKE ACTOR IS RESPONSIBLE OREPAIRS AT NO EXPER ALL DAMAGES INSE TO THE F ALT#1 0 ____--- \ OWNER. OU 10"W UU _ 2"X 10" Z __ _---- / `--_- -` �o� 3 W 11. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSBC, CITY OF C 5 C6.4 E GREENSBORO, GUILFORD COUNTY AND OSHA REQUIREMENTS. w o U AL #1 5 __ 5 12. THE CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY OF ALL UTILITY � o �_ C6.5 __ ____------ EX. TOP OF EARTH BERM ------------- C6.3 C6.5 \ W AND STORM DRAINAGE IMPROVEMENTS FOLLOWING CONSTRUCTION. U) 0 _ C6.4 1 __ C 13. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO F- - Of _-- - 30' EROSION PUMP ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT w rn } EDGE OF ASPHALT __-- _ __---- a CONTROL \ STATION BY FACILITIES. COORDINATE SHORT-TERM, OFF-HOUR, TEMPORARY SHUT- � w w BUFFER OTHERS. DOWNS WITH THE OWNER. Z z w O ♦ P (NIC) 14. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN 2 O EX. WOODS EX. TOP OF BERM ♦ D U 8" PVC FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY INSTALLATION. C6.4 1 J \ 15. METALLIC LINES SHALL BE IDENTIFIED WITH DURABLE PRINTED PLASTIC INSET 'A' - \� LAWN WARNING TAPES, MINIMUM 3 INCHES WIDE WITH LETTERING TO IDENTIFY ��.��'��••,,� ' - EX. TREE LINE \\ ALT# BURIED LINE BELOW. .`` Ic4 A IQ SCALE: 1" = 10' THBERM------------- ___`\-_ 10'X 1" F .••` '� •'�� - - _ ♦ _ � 9 16. NON-METALLIC PIPES, OTHER THAN GAS LINES, SHALL BE IDENTIFIED BY Q" '� / '•.,� DETECTABLE WARNING TAPE, MINIMUM 2 INCHES WIDE, WITH LETTERING r SF. o I \ _ 8 RM \ \ EX BOTTOM o z EX TO IDENTIFY BURIED LINE BELOW. i - E - - -- - - ---- o BOTTOM / s AR ----- -- \� --Q - E/E OF E__T-------- TREE LINE _ \ OF BERM U AN INSULATED COPPER TRACER WIRE OR 055780 \ � � OF BERM 17. FOR PLASTIC SEWER PIPING, s �e - OTHER APPROVED CONDUCTOR SHALL BE INSTALLED ADJACENT TO AND y GSA'"/�� aC a i OVER THE FULL LENGTH OF THE PIPING. ACCESS SHALL BE PROVIDED TO GIN ,.°' Q. �•+ oo U (� THE TRACER WIRE OR THE TRACER WIRE SHALL TERMINATE AT THE `'�.,`'��r�.'" : F��.•'� �o 0- D I I �� CLEANOUT BETWEEN THE BUILDING DRAIN AND BUILDING SEWER. THE A #1 00 I `� TRACER WIRE SIZE SHALL BE NOT LESS THAN 14 AWG AND THE INSULATION TYPE SHALL BE LISTED FOR DIRECT BURIAL. 4 3 ALT I TREE LINE 18. AN INSULATED COPPER TRACER WIRE OR OTHER APPROVED CONDUCTOR \ \ \ C6.4 C6.4 #1 \ SHALL BE INSTALLED ADJACENT TO UNDERGROUND NONMETALLIC PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE EX. WOODS \\ SHALL TERMINATE ABOVEGROUND AT THE END OF THE NONMETALLIC •• a� \\ \\ Cq I \ PIPING. THE TRACER WIRE SIZE SHALL NOT BE LESS THAN 18AWG AND THE \ \ \ U) I I \ INSULATION TYPE SUITABLE FOR DIRECT BURIAL. TIMMONS GROUP () I YOUR VISION ACHIEVED THROUGH OURS. x I� LAWN \ \ I VIRGINIA I NORTH CAROLINA I ' \ O THIS DRAWING PREPARED AT THE \ �o -0 EX OVERNIGHT OPEN CUT SPECIAL PROVISIONS (SANDY CROSS ROAD): RALEIGH OFFICE CRIMPED I (� f \\ EX. EARTH BERM \ TREE \ ��= n I EARTH THE OPEN CUT INSTALLATION FOR THE WATER SERVICE AS SHOWN ON THE 5410 Trinity Road,Suite 102 EX. E/P 1 Raleigh,NC 27607 I I \ LINE \ y BERM _ PLANS IS PERMITTED WITH THE FOLLOWING PROVISIONS: rEL919.866.a951 \ \ \ r FAX 919.859.5663 www.timmons.com # / 1. ONLY ONE HALF OF THE ROADWAY SHALL BE OPEN CUT AT A TIME IN \ \ North Carolina License No.C-1652 ORDER TO MAINTAIN TRAFFIC FLOW. I \\ \ \ \ I Site Development I Residential I Infrastructure I Technology \ \ 2. PROVIDE NECESSARY FLAGGERS AND TRAFFIC CONTROL DEVICES AND 50352-333 x PERSONNEL TO SAFELY MANEUVER TRAFFIC THROUGH THE I CONSTRUCTION AREA. TRAFFIC CONTROL MEASURES SHALL COMPLY WITH NCDOT STANDARDS AND SPECIFICATIONS. 3. PAVEMENT CUTS SHALL BE REPAIRED THE SAME DAY A CUT IS MADE. IF \\ \ I I n, 'o \ II THE OPEN CUT IS REQUIRED FOR MORE THAN ONE DAY, THE ENCROACHER \ \�� k \ I SHALL PLACE A TEMPORARY BITUMINOUS PATCH AT THE CLOSE OF EACH \ \-5 ` I�p \\ I DAY(s)OF OPERATIONS. x \� m \ II 4. CONTRACTOR SHALL REPAIR THE OPEN CUT BY BACKFILLING WITH \�� II� C \\ I COMPACTED NCDOT CABC STONE IN 6-INC LIFT TO AN ELEVATION OF 5.5-IN \\ \ IT \ II BELOW THE EXISTING ASPHALT SURFACE. COMPACT CABC STONE TO 98% \\ \\ I STANDARD PROCTOR. FINAL 5.5-INCHES WILL BE 4-IN OF B25.00 (BASE; OR \ = b GREATER TO MATCH EXISTING)AND 1.5-IN OF S9.5B ASPHALT SURFACE LLI REFER TO \ po \ COMPACTED TO 92% DENSITY. FOLLOW NCDOT GUIDELINES FOR MAXIMUM FS OE FS.4 �\ \\ ASPHALT THICKNESS PER LIFTS. WET POND I LAWN / 218,000 8 ♦` \ 5. PROVIDE DENSITY TEST SEALED BY A PROFESSIONAL ENGINEER FOR THE \ COMPACTED AGGREGATE BASE COURSE AND ASPHALT LOCATED WITHIN STORMWATER ( GALLON 4" D.I P C6.4 � ��'r o \ \ :z x CONTROL MEASURE I STORAGE SANDY CROSS ROAD. THESE DENSITY TEST SHALL BE IN ACCORDANCE TANK o O \ �, WITH SECTION 520 OF THE LATEST NCDOT STANDARD SPECIFICATIONS. Uj �� i� _ X COORDINATE ADDITIONAL TESTING WITH OWNER CONSTRUCTION 00 < \ MATERIALS TESTING AGENT FOR THEIR QA/QC TESTING. D l 2 4-IN �� n C6.5 ------ TOE OF EARTH BERM \ \ 6. THE ENTIRE ROADWAY SHALL BE MILLED 1.5-IN FOR 25-FT ON BOTH SIDES Icn I FIRED PUMP w/DIESEIN E (.0 I �\ \ OF THE OPEN CUT AND OVERLAID WITH 1.5-IN OF S9.5B ASPHALT. I x I PUMP HOUSE $ I 10-IN X 4-IN X X X � II KEYNOTES F 4 IV W DRIVING 4 PAD C6.4 E REDUCER UGP UGP C6.4 UGP \\\ C6.3 STANDARD CLEANOUT N 4t I ( 00 00) „W 8"W .. 8"W z \\ \ 3 ~ 1 8 PVC1(OC900 DR 18) \ SANITARY SEWER MANHOLE N C6.4 I I ® $ W 10 PVC (C900 DR 18) INSET 'A' I\ V NO PARKING E E NO PARKING FIRE LANE NOPA FIRELA THIS SHEET #1 ALT \ 4 UTILITY TRENCHING AND BACKFILL Z � I SOLID RE 7 5 8 4 C 5 x \\�� C6.4 HYDRAN C6.4 C6.5 C6.4 3NM3 ONIN21tldON 3Ntll3illd ONINLItldON 3Ntl13211d ONIN21tldON C' 5 VERTICAL BEND Z eeeee ° ° e SOLID RE 7 ALT#1 8 3 LT 6 ` HYDRAN C6.4 C6.4 �� C6.4 #1 C6.4 8"WATER METER W Z �N z z z z v C6.4 FIRE HYDRANT ASSEMBLY W J g D D W 5 z $ J LL C6.4 THRUST BLOCK � - T I I I I I z T TRAINING C6.4 r E ALT#1 m a m TOWER m O .. g e e e e e e e ° rn FFE: 651.67 4 ALT5 -T 9 YARD HYDRANT m z m 00 � C6.4 #1 C6.4 Q PAVILION 1„`n/ < 2 1 PIV FFE: 648.25 V` LL. M ~ O 9 I � 6/O C6.5 Z C6.4 2"TYPE "K" U" C) c 2 Q N o, < COPPER (ALT#1) n C C6.5 4" RPDA BACKFLOW PREVENTER Cn C Cn D - C NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE r z CC O EX. 1 , PROVIDE SERVICE TO ° 3 DOMESTIC BACKFLOW PREVENTER 0 C RIPRAP \I x EYE WASH STATION71 ALT#1 E °o I _ 0 C6.5 (SEE PLANS FOR SIZE) IL�V O V CIO3NHl 3illd ONIHiIHd ON 3NHl 3NI1 JNINNHi OV aNHI�NI1 VINLIHd ON �NH�ai111 ONINiftld ON r 50' HAW RIVER I 5 z Z 4 AIR RELEASE VALVE BUFFER \�� / C Q m C6.5 r W F�-� --BOTTOM - EARTH BERM---- _ C6.5 5 N V Z X. lNV � GATE VALVE � Z 606.68' Clio C6.5 Q 7 IRED BARREL w/ � Q / Cn x \ �� N C6.4 LIGHT BLUE A REMOVE CAP AND TIE TO WATER LINE (BY OTHERS) BONNET _ � Q Q r ABANDONED / \ --I - METAL RISER LAWN i \\ -_x C ALT ALT#1 Cca 1 ALT =ALT#1 U J 2-IN X 1.5-IN TOP=615.13' i \ - #1 REDUCER(ALT#1) 1 C6.5 #1 - - B WALL MOUNTED FIRE DEPARTMENT CONNECTION U) Q N � EX. lNV-613.93 I \\ I I I I I I I I I I I I I I I I I I 5 I � 0 C \\ C6.5 - - C ALT#1 _ LIGHT POLES PROVIDED BY DUKE ENERGY PROJECT NO: 600646 ` x I \\ z 8-IN X 6-IN DATE: August 14,2023 \ REDUCER - D TRANSFORMER (SEE ELECTRICAL DRAWINGS) REVISIONS CV I \ - I \ ALT#1 ATTACHED B (ALT#1) - � DATE DESCRIPTION � I \ ALTERNATE#1 TO BUILDING - _ 0 E 09/29/23 CMR VE ITEMS U I \ INDOOR SHOOTING (SEE PLUMBING 8 ALT ELECTRICAL (SEE ELECTRICAL DRAWINGS) 10/10/23 FINAL SCO F_ I \1 RANGE DRAWINGS) C6.4 #1 - 11/20/23 ADD-03 w I N, I 13,567-SF 1.5"TYPE K COPPER F 12/08/23 NCDEQ& NCDOT I I I 0 BRONZE DOUBLE STRAP SERVICE SADDLE � I I I I FFE: 655.25 DOMESTIC SERVICE - L N - PERMIT REVIEW x I I I I 0 (FC-003) m Lu 6" PVC FIRE SERVICE - 0 G INDUCTION LOOP FOR GATE OPERATOR (SEE ELECTRICAL Z I I I I PLANS AND INSTALL PER MANUFACTURERS INSTRUCTIONS.) � = I I I 4" PVC SEWER 3 ALT#1 Z U I I I I SERVICE E C6.4 INV: 652.5 "z w Q I I� i I INV: 652.25 5 ALT10 A #1 0I I Fa I II #1 1 C6.3 #1 #1 IO I I #1 I Im I I D ALT EX. II 17Do I / X _ X X X x I 1;0I UTILITY PLAN - - ► I I I I I - X I I I I SCALE 1"=40' N C:) N 83°07'25"W 527.80' �- - _ I I I I X ► I _ NOR N - I 0 40' 80' elo � 04 _ - o ti CV Q Z J O Q ry U 2 H Z 2 0 >0�m w J Q W 0 w g ~ 0 W 670 2 CD M 670 w o U _ w o � CO r > 2 J 0 Cn Co U Z Z > 0 rn F � Of Q �i �n w 0)Oz a CI) o 0 � w w 01 CJ c.n . IV Z Z w 665 r C„ 665 p O o -^ rn 0- 2 Q o D # DrlAl Titl ry n FIRING I O0 RANGE °°al'enn,pg RI rin ,�� A fofjff 2 ♦ �g 650 650 660 = c1 � 660 •�•`•,�Q,�''� D PUMP PROPOSE) s x / . s C SSROO -- =v s 055780e BUILDIN EX. GRADE UKAUL afaeeaeeslel°s° 645 645 655 655 M M N C° r ry WW w 0o MI-12 IS �O 0 it =0 Z c \ _ %jjw Q 15" CLA S IV RCP INV TO 0000 j t CIS o -1 2 rn N= = J STORM PIPE BLDG: •• 640 Z o = = o 640 650 v / 650 / tD oo �* "' PPR X. LT#1 FIR ALT#1 C01 YOUR T 1 M VISION M O N Sp THROUGH OURS. GROUP M > C) p 0 _ M / L CATION LT#1 M 5-ALT 5.00' F I VIRGINIA NORTH CAROLINA \ 'n = 3 THIS DRAWING PREPARED AT THE Z r CM nPVC 4 8 % RALEIGH OFFICE z 16' J M 0 1.16% 5410 Trinity Road,Suite 102 qc Raleigh,NC 27607 4951 O N z Z GP TEL 919.819 59.5663635 FINI HED G DE5 645 CsJ FAX timmons.comM PPROX. 645North CarolnalLicense No.C-1652 15" RCP \ Site Development l Residential lInfrastructure l Technology INV TO BLDG: Z > / Qsossz 333 631.00EX. -G DE630 -- 30 640 / PLC 3�2A ADD° 640 4" PVC $4! Of pc1.1 ° 20.4 ' OF / 8"P ° OCATIO ) 4" PVC oe W 625 625 635 635 EX PUMP im rq � 2 ST TION WATERLINE UGP P�- g'1 • ,�G Z _ (APPROX. p 5.12' Or LOCATION)- Uj 620 4" VVU 620 630 - - - - 630 Zr 615 615 N 625 625 ti M M N r Lfl N Ln Ln � LO Ln LC) Ln Cl) O � CO q O r- cfl (0 Ln r- 00 M 00 Lr7 O � LO u0 LO Ifs ` N � � � ti �� M N RCN � Ch a1 NO � � �O C0 co M O) O O Or M O CD O �r O M I\ CO � � N N N � � O co <F I\ O Or d N ^ O �O O O M M O M r M M M O O d7 LS7 M O O O (7� O O N M M M r U M Ln M M My Ln M M ch CV M CM N M M M r� I\ Rj of r� f� Cfl llj r} M M MLO to M. V�r �r L{j ctj o N <r co of t*i vi «i CpM co M coM M M COCl)(0 CO COM (0 COM M(M MM M MM MM Z 10LLo Lei (LL0 � LLO LO ELM � Lo SLID � Lo SLID � LQ � Ln to � LOf) ELM �LLO LAC) .0 LO 0A .0 LO ALL O Cfl O CO Cfl CO M O Cfl O Cfl O(0 O(0 coO (0 O M O CO OQ O(D O( O(D Of0 O(0 OCfl O(D OGO O(0 Oto O(0 O (0 O M OO O M O Lfl O M O Lfl O(0 OO OCfl O(0 OCfl O(0 OCfl O(0 OQ0 Z Q9+80 10+00 10+50 11+00 11+50 12+00 12+25 9+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 Z 0 SANITARY SEWER PROFILE SANITARY SEWER PROFILE 0 CLASSROOM BUILDING ALT#1 FIRING RANGE W Z C01 - FM MH ALT#1 C01 - MH1 STA. 9+80- 11+85 STA. 9+80- 18+00 J -j J � J SANITARY SEWER SCHEDULE PIPE TABLE SANITARY SEWER SCHEDULE PIPE TABLE 0 W 010 PIPE NAME SIZE LENGTH SLOPE BEARING PIPE NAME SIZE LENGTH SLOPE BEARING >- Q TOP = 633.76 C01 - MH1 4" 20.43 LF 1.10% S86o 36'03"E TOP =654.97 ALT#1 CO1-ALT#1 MH5 4" 18.98 LF 4.82% N890 59' 39"E LL o C01 INV IN =630.94 (W) ALT#1 C01 INV IN =652.01 (W) Z w INV OUT= 630.94 (E) BLDG 1 - C01 4" 5.12 LF 1.10% S86o 36'03"E INV OUT= 652.01 (E) ALT#1 FIR-ALT#1 C01 4" 5.00 LF 4.82% N890 59' 39"E cn TOP = 633.01 MH1 - MH2 4" 103.05 LF 1.10% S1° 20' 23"W TOP =640.26 ALT#1 MH5-ALT#1 MH4 4" 302.14 LF 1.16% NO° 00' 00"E (n MH1 INV IN =630.72 (W) ALT#1 MH3 INV IN =636.33 (S) O INV OUT= 630.72 (S) MH1 - PS 8" 88.84 LF 1.97% S870 07'09"E INV OUT= 636.13 (N) ALT#1 MI-14-ALT#1 MH3 8" 342.06 LF 3.20% N90 08'45"W 0 0 ALT#1 MH3 - MH2 8" 97.55 LF 4.75% Wo 33'46"E C& 0 U TOP = 634.97 TOP =653.30 V V MH2 INV IN =631.50 (S) ALT#1 MI-14 INV IN =647.60 (S) � N IJJ Q INV OUT= 628.47 (E) INV OUT= 647.27 (N) , V Z TOP =654.22 Z ALT#1 MH5 INV IN =651.10 (W) M Q Q INV OUT= 651.10 (N) C CO 0 Q �- V J � � UQN PROJECT NO: 600646 DATE: August 14,2023 REVISIONS DATE DESCRIPTION 09/29/23 CMR VE ITEMS 10/10/23 FINAL SCO 11/20/23 ADD-03 12/08/23 NCDEQ& NCDOT PERMIT REVIEW (FC-003) 4 SANITARY L, SEWER LO 0 PROFILES 14 0 40 N N PROFILE SCALE 0 N N o ° ° o ° R/W R — — — — — — — — — — — — — — — — — — — — — — — — ——:= 1— L===�T�z 03T =�G7 —UGT— — — �-W / — _ -- — _ _ = UGT — — — __ N CROSS RD j li - - - - - - - -------------------- - - - - -_ _ -_ - __ _ = - - - - "�� — — ��- � T�"W 10 - SA OY W — — — ------ — — ----- — — — uG `t{cr _ u40LQII�ERS u , 52 WAY R/ _ _ _ ------_ - - - -u GT $R LIC RIGHT OF oNp/ _ _ — _ — —UFO — F _ ---_-'"-'" ---- --_-_---------- — — — — 60,pUB ASPHALT R/W _ — _ — O u =-_------ - _ _---- — — — (/FO _ E — -_-=-= 2 PB 76 PG 22 -K/W _> — — �� — =F�--- — R/W R W R/W R/W R/W F — Fo --- — -- -------- pUE3LIC --- _ _ ......... __ o EX. Rl ° ° L��L — — o� UFO —/WR/WR/W°S 01°04'40"E 30.31' _ - U o 180 LF AS HOSE R/W \\"" _ R/WFo_ LAYS FROM TRUCK 265 LF AS HOSE LAYS \ o� (TIE ONLY) -� — / \° o o ° e�-��UFopq FROM HYDRANT WLAYS FROMOTRUCK C\i UFO � R/W 2,504,250 SQ FT / -H-i— I I / Z UFO �%��r R/W MARTIN MADBl865 PG 7 gRIALS INC o I I F/ 0 = Q o PB82PG452 PIN: 8896695070 I _ o ZONING:M-2 ADMINISTRATION DMINICLASSROOM RATIN / ° I I O z EX. BENT ElP ° 0.34' W OF PL LAWN — — — — BUILDING — — — 14,825-SF I I = FFE: 634.00 (D _ 315 LF AS HOSE LAYS W — _ — — — — _ FDIC I I EX. w 167 LF AS HOSE / �' POND Q o ° TER ACCESS EASEMENT, - _ _ — — — — i= — — 74 LF AS HOSE LAYS _ FROM HYDRANT LAYS FROM TRUCK _ — — — SCM STORMWA_ _ _ FROM TRUCK EX. I PROPOSED LO _ u� �IL— GLU ODS o .� �.- FORCE MAIN � N EX. TOE OF EARTH BERM_ __ � H � I w � — _ — _ _-------- — -- — — — — — — ---- W (BY OTHERS) LU T— HYDRANT ASSEMBLY W w o U \ i -----_ -- -- Z PROVIDING MINIMUM W TOP OF EARTH BERM ------------ ` REQUIRED FIRE FLOW W U _ \ W F- - iY _---- \ ♦ 30' EROSION0 Q / 7 ____--- ♦ CONTROL W 3 w PIV BUFFER W Z Z w EX. WOODS EX. TOP OF BERM \ rnd ------------------ X 1 1 I ---------- - - - ---- -- \ LAWN .••�a '�+.. EX. TREE LINE EX T P F EARTH BERM_____---- ---\ I \ - BERM \ \ EX. BOTTOM Z EX. EARTN ------------- -- - - -- - - ---------_ — \ \� Q BOTTOM s. E EX TOE OF_- TREE LINE -__-___ _ \ OF BERM w 055780c \ ,, __-__ OF BERM — — ;.' • T ` eafaeeaeeeteue TREE LINE \\ SCM ACCESS ♦ �\ \ \\ \\ I ♦ EASEMENT `� ` \ \\ \ I \ 0000 - — — � — � — � � vv v AV I I EX. WOODS vv •� �%• v TIMMONS GROUP \ I I \\ YOUR VISION ACHIEVED THROUGH OURS. Nona ` ` LAWN \�\ \ \ I \ VIRGINIA I NORTH CAROLINA \ \ THIS DRAWING PREPARED AT THE CRIMPED 14 \ Cps EX. \ RALEIGH OFFICE EX. P / \ \\ EX. EARTH BERM \ TREE \ �� I EARTH \ 5410 Trinity Road,Suite 102 I I \ LINE ` \\ 7607 BERM _ \ Raleigh,NC .4951 TEL 919.859.5663 FAX 919.859.5663 \ \ \ \ www.timmons.com / I 100, \ \ \ \ / 1 North Carolina License No.C-1652 \\ \\ \ \ I \ Site Development l Residential I InfrastructurelTechnology \ \ \ 50352-333 \\`� I I \ V LU WET POND I LAWN I 000 STORMWATER 218, I I x I I GALLON I � � / \ / CONTROL MEASURE STORAGE / \TANK00 000* \\ --- TOE OF EARTH BERM- / I DIESEL ---- \ �\ FIRED PUMP W/IN PUMP HOUSE \I \ x I ALTERNATE#2 X X X \\ CD 100'X400' PAD TRAINING HYDRANT E \ \ r I I I DRIVING PAD \ (EARTHWORK& (LESS THAN 1,000 400'X400' UGP UGP UGP \ N I I SEEDING IN BASE BID. ( ) GPM) ..W 8"W 8"W o \ \ P SEE C3.0) 1 10"W \ N o 0 8"w U II \ I I NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LANE NO PARKING FIRE LAN S \\ Z x I / TRAINING HYDRANT m \ Z (LESS THAN 1,000 c? Q I I / 3NM 32f1d �JNIN21Vd ON GPM 3NVl 3dld ONINdVd ON 3NH13211d ONINdHd ON 0 � I eeeee ° ° e � 230 LF AS HOSE LAYS C FROM HYDRANT 184 LF AS HOSE LAYS W Z ;�s FROM HYDRANT J o 86 LF AS HOSE Q o HJ o v I.IJ LAYS FROM TRUCK z z J — — — — — - - - mIle, I I I I Y 119LFASHOSE � TRAINING Ica 02 D I I I a D LAYS FROM TRUCK TOWER D O m e e e e ° m FFE: 651.67 m U Q 1 LL- 400 LF AS HOSE LAYS 122 LF AS HOSE I SCM ACCESS FROM HYDRANT I PAVILION 333 LF AS HOSE LAYS N� LAYS FROM TRUCK ~ O / I FFE: 648.25 EASEMENT FROM HYDRANT \ 0= Z DN Cn NO PA NG FIRE LANE NO PARKING FIRE LAN NO PARKING FIR �I.E Oz CjjO C 0 H C Ix RrQer Fre Ind _ F Rrp2r fre InxH ,S z 0 H = 00 - _ HH H V ONINNHd ON 3NHl32flj ONINLIHd ON F3NHl 3iflj INLIHd ON H �' 3NVI 3Nlj ONIN8Vd Of�H - r � z r \ 77 LF AS HOSE Q m r W BOTTOM OF EARTH BERM N U ----------------------- LAYS FROM TRUCK �' Z PIV Z \ QI �: �� eeeee ° ° eeee eeeeeeeeeee � r C Cn HYDRANT ASSEMBLY C PROVIDING MINIMUM 0 Q LAWN / \\ - REQUIRED FIRE FLOW U J Cfl \ - x � - 0 � Q N 361 LF AS HOSE LAYS I I I I I I I I FROM HYDRANT I I I I � I I I I I I I I I I I I I I - - - 0 PROJECT NO: 600646 x I \ FH FH z \ H H H H H Q DATE: August 14,2023 \ TI REVISIONS N I \\ = 197 LF AS HOSE 157 LF AS HOSE — DATE DESCRIPTION I \ LAYS FROM TRUCK ALTERNATE#1 LAYS FROM TRUCK _ 09/29/23 CMR VE ITEMS U I \ INDOOR SHOOTING FDC J _ _ 0 10/10/23 FINAL SCO F- I - \1 RANGE 0 11/20/23 ADD-03 1-9 LU I I \\ 13,567-SF — 12/08/23 NCDEQ& NCDOT U) I I I I = FFE: 655.25 78 LF AS HOSE L N PERMIT REVIEW m Lu I x I I II i LAYS FROM TRUCK — — 0 (FC-003) I I I 0 w z I I I I "I U) J I I I I I Z I I I 200 LF AS HOSE 371 LF AS HOSE LAYS E w Q I i io i �► LAYS FROM TRUCK FROM HYDRANT � I -� ' Fa 0 I In I 1 I ly I / EX. CID FIRE X _ XE—x X I I I — — X I Im j 0 IK z APPARATUS LO LO - - x � - I SCALE 1 -40 ACCESS PLAN NOR ` _04 N ► I I I 0 40' 80' elo � � _ I X j I 04 o ° ° o ° R/W R � _ - - � - - - - - � - - - - -- - - -j- - fir= _g =�c=r�-=� = ` - E'� ;20= /NTERMITTENT - \\�\\\\ � 1% EX.\lNV=6 .3T _,N�� GENERAL NOTES o _ - - C2_ - - - / - - - ^-z-=Ut;r PR-s3= ` -\ �,\ __ 623_ - _ I SANp , CROSS RO 1 W j l pp - - - - -� - -• - , �t� � - - _ _ __ - -_�_ _ _$-- �C3_ - - _ - - 8S � _ J - 1. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES 2 WA FZ/ C TREAM EX. I V 618. _= IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. I SR 175 RIGHT OF / _ - - ��C4 6 ---�_- - -- _ --- -- �__ _ -- - - - --- __ _ - , -- _ - - -- 60'PUBLIC ASPHALT R/W OHP _ - _ - - - _ _ _ - - - - - - - _- _ _ _ �� - - ASTE SITES SHALL BE PROPERLY - _ -UFO _ _ �0 1 -A,cTcrz- �.�- \____-_---- -- 17FO UFO 1 EX / T I \ C6.8 - =_ _ _ - -___ --- - C6.8 \ �'-o\\� S 86°28'4 ''E 252.86' ' L ------ - _ - - - - _ NE - �� --- _ _ 3-=_ - - - _ - - - - - _ =uFtr=- - - -- --- -_ __� - \ 2-LA pG 22 / - T \ - - �u _- - - �� -_ - _ _ _ 1/V - - - - - - _ - - �� _ -�'- ,,�\ \- PERMITTED FOR SUCH ACTIVITIES. pg 76 K/`N -I I - � - - - - ,- - - _ I * _ _ - - _ _ _ - - �2�__l_ ' _ - - -R W -�C - - - - - _ ___-_ __`_ -\ ____� \ /EX. INV= 2. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES -� � , =-=-3 t1F9 - - - _ __ _ - , - _ EX. INV EX. ° HP 11F4�==- - . - - - _ - - - AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL R/\rl - ° ° _ 1,I- _ �, - , / _ _ _ \\ \ - �` �� AUTHORITIES OR ENGINEER. E/P- - - E 332.02 I .►� \ �__ �- - W � � / / / ,- x ,-=x - X , �_x - x x x � �- ` - S 01°04'40"E 30.31' _ I °07'49 � -jF0�- - / _ / _ / / _� X / _ EX. 6 CLF _ NAB 83-20 1 - / \ uF 3. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER W - T N8� T- �- _ - - - /� Vd / /, ' _F / HP \ 5A \ ;\- _ - R _ I�o (TIE ONLY) - / �� ----�_�_ _ _ - / / / X CLF / , _ _ _ - ` \ - 3 6 TDD 1 - \ ' NAVD88(GEOID 18) B _ _ PROTECTION AFTER WORK STOPPAGE EACH DAY. m ° o ° ° ° r OT - / � ej�u ��ITs OF GpNgTR�CTION I / / /= -X /J x� / J / / / 1 / 63� _ \ \ \ \ C6.8 A6 C6.9 144' CSF=0.9999670886 C6.8 , I I' I 2 / 4. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL I - -O _ --- L �- , _J-X' / / " / ' / C6.8 \ C6.8 / �\ \�_� U O= i \N / -�� / - / - / - , / , - \ � 624 (GROUNDT I C6.8 - w SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF 11 L49 -__ �_ - -_- t X ,- 3 1 ' ) ` \ 625 54 SYSTEM SHALL BE PERFORMED AS NEEDED TO MAINTAIN PROPER � _ , - s l �/ - / 57.49AC TDD A5 / / - \ \ ARMOR SLOPE E:�,s96, 626 9 - � Q 1 ___-- - - _ X�/ 6 - / \ ELE':625.52' X i� - y, - FUNCTIONING OF THE DRAINAGE SYSTEM. z -EX. - - - - - ' / / /"X J� /' // / 2,504,250 SQ FT / C6.9 / 3`/ - �331 - \ - _ \_ a3 WITH CLASS A r' �F\ \ -D - C6.8 , / ^ �'2 fir- J C6.8 / / / A � ' \ � \. 'r I T 5. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND --�-t)F{>o - - - - . �x�E 6'CLF / / / MARTIN MARIETTA MATERIALS INC / , / - \ RIP RAP g 6� \ r - - - _ - - I - / I / / I \\ `\ \ \ / C6 8 \ lF� \ I y EX. INV=621.99' � � NON-ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE, o 1 - �� / / DB 865 PG 779 ) / -_ k , ° - X / / / / r / r 'w / / / -' / \ - �� I I C- ' ,`- = FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF Q o � ' I / / PB 82 PG 452 I d� / \ \ _ � I / 0 /'EX. 6 \,\ I t 61� �6 6�r as d, N / / � ARMOR SLOPE 003 6 -- /�33� U I r' ^ PIN: 8896695070 / / so / / ' \ , _ -63�' 3 - - J _ , THE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES = GW(2) C6.8 f) / Y' � / -�o x / / , / �6 � v - _ _ EX. LAWN ^\ _ - ` /Li� WITH CLASS A �� . I / ^� � / / ` - \ - \ - \ - _ / � -'I' , l / EX. AND MEASURES. I- o '> -/ ) , I t / / / ZONING:M-2 / � o EX. BENT ElP I - / J > \ GRADE IN / / - // / / ' ' / � / ' 3'a - ' ' - \ - \ \\ - - \ _ _ - ' RIP RAP \ \ MTL GATE I /��L ,6.8 /_ WETLANDS 6. SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY QO o \ 0.34'W OF PL \ l I I I I l `L / / f LAWN, > ( \ \ \ _ \ I r) I �=- / STOCKPILED WITHIN THE CONSTRUCTION LIMITS PROTECTED BY z -� � / PERMANENT DITCH ) / � j° / / < 6`'� - \ \ \r �. _ _ � 6Z } \ / , / / I / / 1 / c I ( � - '- -- - _ , \ r �j3° 1 � \ \ ��, �� \\ \ \\ //!r - ./ / .� SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES. X 0 0 - /� 5'°` le / / / r TO MAKE - , I EX. \ / <\' \c' \ , / , U' a` \ / / / / 1 _ / 1 \ J \I\ 1 / ,r 7. TREE PROTECTION INSPECTION SHALL BE COMPLETED PRIOR TO INSTALLING EROSION CONTROL DEVICES. Q , \ C6.8 I , , 11 / / DIVERSION WORK. / / ,' C6 8 - - I / � � \ \ \ l / / A EX. w / � C6.8 / 1 / / � 1 � ,� r -63 \ \ � I/ C6.8 � �' ~ PONL J \ \ / 5B r ► I / / r , ' 1 `- -7 I I / / / / �35-/ - � - \ \ - \ / ' `0 f 7 5C / 8. ALL APPLICABLE E&S CONTROL MEASURES ARE TO BE PROPERLY < o ') / / - / `� I I / - \ \ \ \ / - - - - ` - _ \ \ I \ J EX. MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 0 / l \ I / / ,' \ C6.8 \ > > r I / / / / / / I \ 33- - - 6 � I C6.8 �\ /^ / � \/ \ \ \> � - � ) �� ti, I I � / / / / J \ � / - - / - -�i \ \ I C6.8 to I I / / _ /' _ \ _ _ _ o638-- J GODS 9. PERMANENT GROUNDCOVER SHALL BE PROVIDED FOR ALL DISTURBED o _ -- F . T_O OF EARTI�BF�ll4^^ - - / - - - - , - - \ \ \ r W W- / 04 ^ r `( / 1 -/` �' ^ '6 '62 / - / - - r- _ , - -_----'TP. -_ - - ; ` _ - \ \ ^ - _ �3� _ - TDD A7 1 ti \/ r \W EX. AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR w �,,? t //' RIPRAP 1 C6.8 - `P I < / _ - - r y-_- - - - - _ _r�_ `-_- __i_-� - _ _ _ - - - - - , - - t \ /_ > 3 / ��_�_ _ _ , - _ !� �- ' - 3 C6.9 \ \ I I /' 5B / Gys `�� R/PRAP DAYS (WHICHEVER IS SHORTER). O a ). F w 1'' \ \ / _ __�� /� _ _ _ _ __ _ _` ________ _ _ ^__ _ _ _ _\ �� _ � �357- _ \ \ \I I �3;; / ' \ / C6.8 6 10. PROVIDE 8-FT TALL CONSTRUCTION FENCING W/SCREEN AROUND ALL U �? 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I \ I \ \ J\ / I I I \ A 1 II 1 / I / / // I I ,.* \? r /' 1 \\J / \ 'I I I I\ `l\) 1 \ _ tI I \I II 0 EX STWI \ \ \ ,�1, C6.8 / / I \ \ \_1 I \ \ I %\ ) 11 I \ I 6 - R FOR \� /` o I I N I I I, 7 'I I I / I / , e I / / // / / I I I \ �-' - - \ \ ` f � " \ \ / I 1 / \\ \ l I \ � \r, ` 6� , \ I P N IMP 'I IF / / / ,�;''1 y, /_ / I I / \ \ \ / � I I LIMITS OF CONSTRUCTION � l� l� 6 I ( �( c4 / I III l l / ) 1 C` \/ I \ \ l cr ` / \ ) I I I C6.8 ; '� v C- \ / / / l ) \ I \I r ) .� _ _ - _ - 1 1 o \ III J: 6 I l I \ ( / ��-- o \ _ / I \ \ \ is / \ / \ I C6.8 c4 � \ � I, co 003 I � / / / / I \ ` - '--.�_,_ � � „ l I / \\ \ 1 \ \ \�� \ , 6'X I r1 r I \ 1 l \ \ �\ „ \ 1 , �n I V ,.� l \ \ 0 1\ \ I �4 " I / / / / / \ � ,S¢ /i - _ / a \ 1 \ 1 t I ) I 1 \ I C6.8 1 \\ \ �l � 1 rn 1 I` I )1 "` < c\i / / / > / / \ / \ ';< - I I / \ \ / \ I I C6.8 ` I \( \1 I I I ) 11 1\\ \ PROPOSED STORM SEWER PIPES rv-I ) ,0 I I �I I ` /1 1 I , \ t / / I I = I - ► - \ I t \ - 1 / I' l \\ \ \ r \ w o II I ) l I I / // r J / > 1 I\ I / I / -�\ I / ` I r/ \ \� ✓ \ � I \I 1) l \ \ \ till \ \ , I I I ) I , ti J( , 1 / I r / 1\ , o\ / \ \ l\ \ la \ \ l / \ \ l \\\ \ \ rn ( �` 1 ` / --�`\ / I I / T I I I I / r/ / / , \r \I \ - -4 I / / \\\ \\ I \V I I l � \ I ^� > I I )/ / \ I / ) I \� �I \\ \1 \ Z N \ �I I in/ , \\ R \\,1 I , I r- I \ \ / - / / I / \ \ I\k � \ \ - \ 111 I ` - ( \ I / / 1 1 PROPOSED ROOF DRAIN PIPING RD � 6' \ I I 22- \' \\ \ "��' i, I ) I I) \ /� ) I , \;� ( / 7- <, \ / I I / fn\ \ J I � "� \ ' �� I /' � 06 1 \ I a / \ 1 I I �. I m f \ \ _ 0 \ \ ) 111 / I _ / / r Il \\ N \ �l I I I \ 1 I \ / 1 �� I 1 n \ �� _- \ - / / �I / 1 \ > 1 I I I I \- o �\ � / / \ \ I I l 1 I I / I \ s' k / - G1� -�_ \ \ TDD A7 \ \ 1 t I I r I) ,- I) I \ m / I 1 I / // - G� / 'A \ , \ �c r - \ / / / \ 1 I ` I o , ; \ \ o \\ ` I I / r I \ / I / �"}, I I A_ L / \ \ ° y(/` \ �-- I �- \ \ \' SKIMMER BASIN DRAINAGE AREA - - - - - - o I ' I' / \ I l i I j \ \\� o / �11 �l ( -'�� TONE I \ , / /�/ , / 1 J / / � / / _ \ i`;/ �, -- / \ / r \\x \�o�R` ` \ 61, / I t \ -k` , Z `° / / >I o I I ,�'' 2 I M I / lL \ / // I 1 / EX. CONCRETE AND V \ �. / I l cs�\\ / \\0 o / \ \ \ ` - , , 1 / / \ I \ \ \ _ / / \ l ^ I� O \ \ a 1 I \ ( \\ EXISTING CONTOUR Z I I I i ) y ate, ) C, / \ - � ` 1 I / 11 / I ., .r \ / \ I / \ / I / l \ X �N \ ,, C� /o / I 1 I ' 1 / I / I o �\I J 1 C6.9 I o I ( / 1 \ ) i \ rh \ � \ r � , / N. I \ I I K / , l ( CONSTRUCTION DEBRIS i , \ I l� � � \ � � \ � -/ \ \\ / / 42s- - / \ co / / / 1 \ \ G / / 1 �+ _ _p) \ \ I / / \ \ / 1 r \ r , to \ \ \o �, / \ \ ) / \\ O \ 1 \ i% I \ I / I 1 C- \ o I \ I - � ^ \ / , I , I I \ \ I I PILE cn 1 1 003 y \ \ L � _ _ SPOUT / \ C6.8 \ 42s I` _ EX. RIPRAP \ \ \ EX W 3 ) I 1 I I I \ \.� - \ \ \ 1 ' l I 1 I ' ' 1 ''- `� \ '\ \ \ \ FINISHED CONTOUR ' co / /r I I ( I / l I 0401 �- 1 / / / I l \ / I I` / - \\ / t , t 1'� / / I I \ of I \ / \ \ _\ C- /'--L \ \ � II \ I l I / I 1 ' /) � \ I '\ \ � / I \ a�Q 1 I \ \ ' \\ \Z `\ \ \ � I - ) \ ' v 1 / 1 I / / \00 \�� , \ / I I 1 I ) I I I 1 � ( ) \ l I I \ / r1- �i \ I I , /\ \\ \ \ I 1 l / - I 61 r \ -•� \ z tr � \ \ I� � � l i \ \ -_ SKIMMER BASIN '2' � F W Z I I ' \ I \ , I) \ ,� 1 / I I I \ \ I \ \ I \ 1 - \ \ .\\ \ \ DUST CONTROL I / / ►I I �,. �-/, ' I \ , I \ \ "I \ \ - - ,�� - _ _ `) ) \ I I SKIMMER BASIN 1 I \ \ _ - \ " DRAINAGE AREA: / C6.8 \ 0 J 1 )) Illy 62 20 - - \�A .\�, �{ , � - -� 1 � \ M M I - Md v 6, 1 \ \ I \I I - - W / \ t I �ti \ - \ T ( � I DRAINAGE AREA: \\ \ ^^\ ( \ LEND UNK I 260,412-SF \ \ TDD A8 , \ III(I \\ \\ \\ y `� "I \ I\ - N. / I I `T T I `� `� `P \ / \ \ \ I I , \ ( IIII I / I \ / \ �� _ \\\� I \ I , I / I / -r� �%-� l \ '1 \ 555 225-SF \ \\ ` 1 ` s,� 0 1 CONSTRUCTION SEQUENCE - PHI J I I I ^ I I lIA 0, \ \ \ \ \ \ _ / / \ \ - - I III { ► \\- - , \ I 1 / I 1 - I \ �\ - � \ / ,, ', J III II f \\ I t L . / \ \\ \ N IIII _;_ /\1 \ / / / I II V I 1 \ \ I , I 1 TDDA9 . \ - \ \ 1. Q -I- I 11 I ) /It \- \ \\ `. \-• l'` , I \ \ I \ 1\ . e ' \ \ \ >_ \ / , \:" OBTAIN AN APPROVED PLAN AND APPLICABLE PERMIT PRIOR TO / r� 1 III II I " 1 _ �/ \ \ \\ 1 \ \ -\,\ - \l\ ` - t \ fi \ �% $` I , t " 1 \ - \ \ ( I \ - C6.9 \ \ / \ \ - \ /; 6 \ I► I "IIII,, , \ / �I,I I - _ _ - : \\\ �, \ 1 \ ` / \� o\\ I, - I \ \ 1\�\ \ \ \ \ I ;�( t \ s�,r \ I/ - _ _ / r COMMENCING ANY LAND DISTURBING ACTIVITY. A COPY OF THE "� I " II,� ,I' 1 / T615 _�\�\\\ \ \ ;~ \ \\ \ I I I ( \ \,' _ J I \ � ) I \ \ \ / \ \ \ < \ '� C6.8 \ '1 I ' \ \ \\� \', \ 1 \\ \ �,- --- \_- A \ _! L \ _ / \ \ \ _ - \ \ - _ ,sy,� \ \ �I ` \ \ � \ \ 21 APPROVED PLAN AND APPROVAL LETTER MUST BE ON FILE AT THE V \ " I f 11II(`:v� /j I I I I I I \ \ ^ IIII\ '\\\ \ \\ Ix I , I - ; ^ 1----- - 1 // ,.� < / , \ \ \ \ \ 7 �ssL \ \ / \ \ ) I L JOB SITE. NOTIFY EROSION CONTROL AUTHORITIES OF PROPOSED Q ��. h , \ I \\\ l \ / VEL/SOIL____-_-_ \ �\\ \ \ \ \ \ \ '� \ \ \ III ( II)! )$ SKIMMER BASIN 1 _ \ \.- \\\ \ \\ \; \ \ 1 I _ � /ti _ J _ _ /� `, I EX. G_RA _-_---- \ EX. STONE, CON \ \ \ / \ \` \� \Ir 1 I \ \ \\�\\` \ \ ' '- --- ''G \\ 1 T & CONSTRUCTIO \ -65� ' �- �` \ \ \ \„ STARTING DATE OF LAND DISTURBING ACTIVITIES BY CALLING THE � Q \ _ - / _ -�i �\\ \ \ _ � \ y a� 1\ 608 - 11, I 11 IlI)l I I I SURFACE AREA: 22,459-SF _ \; �' IIII \`\)�� \ \ /') ^� 3 ` \ ) '%� -\/ _�!1 ' �-^ ' I - -- \►\ \ �'\ \ ) \ \ DEBRIS _ \ \ y ` \f / \ ` \ \ \ No �' NCDEQ WINSTON-SALEM REGIONAL OFFICE AT(336) 776-9800. �/ I I I I I \ '/ 1 / l V- \\�\\ I 1, I ) \ / � /� \ / -i EX. ZX4 \ � _ \ I \ r I I SKIMMER SIZE: 5-IN / \ \ (( _ S `� r / \ / \ // �' \ 1\ \`, \ `\ - _ '4 - ` i/ \ \ �t �, 2. CONDUCT PRE-CONSTRUCTION CONFERENCE AND INVITE NCDEQ Z I 1 ' I\ 11 "ll�lh \ �I ) (J \ e_ \) \\) , \ I \ ' C6.8 ( I - I\�\-/ ( /� - ,\ � ELECTRIC y \ � \ \ I) I ORIFICE SIZE: 2.75-IN I - \ \ IL\\ \ \ \\ < \ \ \\�\I/ / \ � � , -\; \ `�' / r \ \\ ` \\ b 1 \ \� `,_7 )// - . �/ \ \ \ \ \ �a ` \ LAND QUALITY SECTION, WINSTON-SALEM REGIONAL OFFICE, BY = V) �'� 6 I 111 / 1 / � /I1( )III \' \ t \\ I\\\ ` \ 1 \ �\ \\ \ \ \ I / BOX \ N� \ � / / \ - s \ EX. R/PRAP STONE& \ - \ \ 1 = \ / C I- - I 1 ` \ f / / / / I / I I \ \ ' � \ \ \ 1 I I/ \ - \ \ / \ \r, / N -� -� ( ' \ / J - \\ ` , _ ` o �, `� ( ) C Cn I a 1\ C6.9 I 1 /,I/i \ III I _ \ / \\\ \ \ . / J \ �1. I ) \ \ \ \ \ _ \ CALLING 336 776-9800. I l sl 623 I I f I I) - \ \ / \ ) I CONSTRUCTION DEBRIS )v \ -� s / \� \ , - \ ✓ \ \\ r I ) \/I I / _, \ _ ' I I \\�\ I I t \)�) \ / IIII\`; _ - ,\ \ \ I / \\ �� \ \ \ / ^�` \ \ 3. INSTALL CONSTRUCTION ENTRANCE, PERIMETER SILT FENCE AND EX �. } 040o r' \ �l t / )I _ / I \, r\ I \ Ex. � \ I > - \ // >< \ \ \� l r I \ \ \ O 0 I o � �/� I I ) \I) ) )` \ I( ( \ \"I I �\\ t` / � /- � �X METAL \ \ L � � I 1 \ `k \ REINFORCED SILT FENCE OUTLETS. �/ 1 -3 \ I /, 11 1\1 � \ \ ) \ /1, \ \ \ \\,\ � _ It \ ;' I \ r__. y - /)r / - - / \ 6" �'� I / \ c \ \ \ RIPRAP I I Ir I r1 \ , - / \ , /L > \\\1 \t\`\t ) STO SOIL k,�i �.- / \ _\ , / \ \ - " 1 � \ .-� I /I I rl I I r / \ �, 1 \ \ L\\ _ _ > / EX. \ \ EX. / 1 POST WITH / / - \ \ �� -- \-\ ) \ _ \ \ \ \ 4. CLEAR/GRUB AND GRADE ONLY AS NECESSARY TO INSTALL EROSION C6 O V I I \ I . -� / r I \\ IM ` r \) \ ( ILES \ �\l \ , `k = i / \ `\ ` - �- - , \ 601 �\ I, \III ( II I 1 1 , r / / l \ \ I \ > l / ( `, 1\ v ` \ ( / / \ \ q 1\ I 1 �\ \ \\ / I \ 1 EX. \ \ \ V o I \ \ \ - CONSTRUCTION T N, - WIRE _ / \ ____- /\ \ 1 ~ \ \ \ \ `ram \ CONTROL MEASURES AND BASIN. O7 I I \ \� \\ \\\\� \((/ 1 \ \ \\ - \ < +� III 1 1\� (! III I i '/ , \ \ \ \\ \II )\\ 1 632 \ \ \\, IIII / - ^ \/ I; DEBRIS --,64� j C6.8 I , \ I\ / \ \ PP 5. INSTALL STORM NETWORK STRUCTURES 0200-0202 AS WELL AS r r _50 HAW RIVER (� I/ \\ I I j I I ( 1 " 8 ) _ r \ \ \ • \\ \ \ \ \ \\\\ 1 \ __ � ^r , ( 1 \ r `� \ I \ 7 1�1` \ \ \ \\\ I I ( W BUFFER I r\ ) I IIt( I 1 / C- t _ t \ \4) ) t\ \% \ \ \ \ \ \�\ f- ) - / I �► I 4>3 - \ \ \ / \ \ _ , \ Q \m \ \ G \ \ \ I \ \ RISER STRUCTURE 0401 TO 0400. r Q - � \ - I f--I III C6.8 / ?a'^ r / I \\ 1 1 �' \ \ 1 N\ \ \ \ 1.. \ \\` / - '--' I I r t \ \ X \ I E ` -_r ' \ EX ) \ 6. CALL NCDEQ AND THE ENGINEER TO ARRANGE AN INSPECTION OF -' N V \ \ E I i I s ,,' „ V I ) \_ 003 l / 1 1 \ \ 0 \ \ \\\ , \ �01 \ \ \\\ I 1 � l- / J / \ \ _ I - � , / ` \ \ \ w 1 ) " l \ 1 G W -, \ \ N, Z ^`,I_ 6 I vex \.o �, i I I I - / I ) ) \ `'`` �_ i \ - ' \ / ) / " \ / - ` - ' \ I - \ / \ \ \ \ p \ \ t \ ^ �(I ) INSTALLED EROSION CONTROL DEVICES. (NOTE: DEMOLITION, d) Z \ \ \ ) 1 I ' I 1 I \ i- \ \ \ ' \ I - \ �4;� \ \\ \\ EX. CONSTRUCTION 'V- _ \ - III /N/\+ / I, / <p I I 1 / \\ ;I I \ I \ �'' '____ ---'f` / t 1 1 3 \ \ GRADING, AND ANY OTHER CONSTRUCTION WORK SHALL NOT OCCUR M Q \ n C6.8 1/ N \ \ . _ / 614 I \`l\ /, ) l - \ / �� \ 1 - / - / / \ _ \ I \ G \ \\ ) - - _ ■■■■■■■ V_ Q - / I I / 'I \� r _ 1 \ ,/ ) ! // / ) r \ \ \ I / _ _\ - � / _ \ I R, I \ \ DEBRIS AND CONCRETE \ b \\ A , /J, / y I \ / �I ,I \ - �` > ) ` 1 \ 1 /- _/ r - \ -/ -\ I I \, I C6.8 \\ \ , \ \ / UNTIL THE EROSION CONTROL FEATURES ARE INSTALLED AND � CC � ,/, , IIII � . , / 11 I , I ( \ I \ \ . / - /- - __ \ / \ \ r \\\ - g - 1 � C .l - / \ \ 3, r / \ \ \ - _ \ ,�^ - , / f 1 I y* \\ ) leg' \ - f r / 1 )\1 ! \ \ \ 1 \ _ \� _ �� s\ ) I I \ - \ h \ \ }-- APPROVED BY NCDEQ INSPECTOR. \ _ r \ � 614 \ TDDA2 L \ I \ . _ _ / 1 \ w " -I ` ) \ I I \ U) \ " I \ t / o � , I \" \ ) r / , \ 4 ( � \ 1 \ I "' ' ' ) '' \ I l I r = _ c , 7. PROCEED WITH DEMOLITION, GRADING AND SITE WORK AS SHOWN ON = Q - - i•-' r _ �" f W w A n // ` /\\ \ \\ (\(', 1 ��\\ 1 \ \ C6.9 \\ �sg \ - I \ ; /� \\ 11 1 \\r- �' I J r II EX. 1 WIDE \ s-•�%' '•E- ^\�� r I' s \ I I O I \ \ FLAG / �� \ \ \ J \ LAWN I \ - \\ \ \ \/ I , I I PLANS. V \ \ �- y \ METAL r - \� )( \1 \ 1\ \�` I I\ I \ _ _ I 1 WOOD \ \ \\\\\\� _ / I I I \l 1 POLE / .. / ( r �, /' 1 1 \ I 70- / 1 I " ` \\ \\ l /\�I _ \ ` \ \ \ \ 1 , .=- \�`\\ IIII\\\\�`\\l - t \ �. \ \ \ �\\ \/ I' \ - \✓ 1 8. MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES (n Q CN / \ I III TOP=61. - r 1 �,\ \, i/ \ \ \ \ \ ` I I C6.9 HEADWALL r�'�• \\h\ �\ \ IIII- \ I \ \ \ Ln \ _ - J - �' ''T J //I " 1 � \ �. I /\ - I I / s/8 ) I\ \\ 1\� \ \ \ \ \ \ - , �-.. \\\\�\ \\\ \ \\\\\\\1 > \v \ - ' / / s ' \ EX. INV=61: r \ / - \ > � � \ \ / I l , l ,`a � \ \ >,. \ \\\\ \\\\\\�� \ \ / I \ J _ I., / ( le / I I THROUGHOUT CONSTRUCTION. REMOVE AND STABILIZE \ / I l I / I i )'� \ \\1 I \. \ \ \ \ I \ \ - r -- k \ _ \ \ , \ 1 / \ 1 II 11 - \ ' / J , J I/ \\ \ \ \\\, I /, \ \ I l X BOTTO I I %� / / \` ` \ \ \\\�;\ \ _ �, \ \I \ WOOD j� ( CONSTRUCTION LAY DOWN, STAGING, DIRT&WASTE PILE AREAS. ALL I I 63 I I I \ 1 / I )s \ I /E - /- 1 1 ( /A / \ \ \ \\\ \\\�`\ \\ \ \ \ rr 1 1 1 / ' \ _I, - / 11 I, r si - r�l 1 r /�J 1 11 \ \ \\\` r < I' \ '.3, \ I / \ ` \ 1 y ^ ' I r/ll( ►1 \ \r \ _ \ -N \\ \ ` \\ \ \ \ \ \ \ O\\ 1 \ DEBRIS / -'� I APPLICABLE E&S CONTROL MEASURES ARE TO REMAIN UNTIL r/ / \ 1 , ) \ \ \ OF BER IIII /S I I %1\ 11\\\ - \ Z\\ \ \\\\ \ \11 \ I \ / " / .r // : '% I I I ,/7 ,I\ I \- �-620 � 1 1 I // f I ( \ \ � � - A \ \ \ 1 \ -/ III I I I I ► 1 \ `� - \� \\ \ \ , \ \ \ O ( I�� - J /� -/ / \ I \1 PERMANENT VEGETATION IS ESTABLISHED. PROJECT NO: 600646 / � / \ � I► I 41' , ,� ( I f f I I IIII\\ ,�' ., � \ \ \ \ 'QM° �, / � / \ \\\\l II II \� � \\ ��\ \ \ \ IIII [\�\\\ \ \ \ \ � // �g \ " _ ill \ 9 \ - 1 \ I 1 \ 1 - - \ \ W I I f \ 1 1 \ 1 \ \ \\ \ \ 1 / \ -7 \ - �c ,/ I ) I I DATE: August 14,2023 ' �3\ \ / \ � / \ / a)3) _ 1(l Ill \\ \ \ \ \`\ \ ` IIII\ \. \ \\1 \ / L ') \ \ / - / / I /. 9. ONCE THE SITE IS READY TO MOVE FORWARD WITH SITE PAVING, /6 /� 1\ / �� I I I /v l /j/ 7 /l I I I� t \ 1 \ \ _ � \ \ � I - ) _ /� I � \\ \ !\ \ \ 1 � I \ \ y \ / � / J , � / / I �--' REVISIONS \) , r� I\ ,., - 1 � , t I \ \ , \ / _ / /IL ;;> \ ,ll 111 � \ \ � -\ \\\ \ \ \\ \\ t\t \ 1 C6.8 ,s , 1 / I / \ 1 I C6.8 1 ( ( \ < / 1 ) \ \ ( <} I Il I \\1 \I\\\ \�\\ \ ,\ , \ (v \ .o\\ - , - _ / �- \ I 1 STABILIZE THE SITE AND PROCEED TO PHASE 2 EROSION CONTROL. r / I I s, r \ I J \ \1 )/` \/ \_\ \ / \ I L I \ \ \ \\ \ \ \ \\( \ \ \ r 1 I / \ \ I ti . \ C6.8 \ \ I I \ l ( 1 - \ \ ( \ 1 \ \ \ \\\L 111 t fr! IIt \ I \\\ EX. SOIL RAMP . �\\ 1. \ \ I 1 1 \ t \ \ �S- , J / % / / \ DATE DESCRIPTION I ARMOR SLOPE / \ \ \ 1 > >� t) \ \ \ 1 / °' 1 f \ \ \ )- Y \\\\\\\\(11 )III 11 IIII 6 H'�/ \ \ 1,11 11 IIII \� \ \I , - - _\./ y, / / 1 09/29/23 CMR VE ITEMS / �' ' \ m 11\ I I �' 1 / ) t r//� J J - \\( _ 'z' / I \ _ - - `1 I \\ , I \\� \ , I1 /I \ \ \ �\- 1 - - J/' _ l \ \ n k I , \"lt \ \ � 1 r I I I // EX. \ I J - \ I I _ \ T I \ \ 1 II ll / 1\ \ \ \ \ a `\ I\ 1 II II 11 \ \ / -_ ) ,_ _/ I� / / / I `� \ I I- ITH CLASS A J CV \ l I J I , 111 r tl \\\ \ C6.8 - \ \ 1 1\ / II \ 1 \I 11 I\ \ \ ,I\ GRAVEL BERMS \ \. \ , 1 , I Il��L ) 1/ \ \ _ \ � I \ / -- I ` � _/ _ - - I I / I I 10/10/23 FINAL SCO I \1\ I11 1I 1 1� I = - ^ I 1 1 . ) I ,-i - TREE \ \ I ` - N , r \ I < \1I I I1l1 ,III\l I )l I \II I BOULDERS RUN \ 1\11 I IIII I1\J I ,- / \ \ / / 1 I I I 1 -iI I RIP RAP \ If \ , \ 1 /Ill 'I (- - _ < \ I - I ` l 11� , I •\ i , l 11 I I „ / \ I \ \ / / I I \\ , l 11/20/23 ADD-03 IIII\ \ \ \It ,, 1 1pl \ I 1 1 )L� I ) \ / t t 1// LINE \ \\ ) \ � ) - \ I \1 \ I I 1 It ALONG TOP I 1 I I I IIII. / \ I _\ _ I r \ \ \ . 1 I I I \ \ \ ! , 12/08/23 NCDEQ& NCDOT \,4 I 1 1D�I r \ ') ( - I l l - \J JJ ' \^ / \ I ! > \ l ! I I \\\ \\\I \ - I a I1 1 SEX. WOODS I 3 I III \ \ l _ \ \\1 I 4\ , 1 11 I II Ill I I I / / \ J\ , 1 ► / \ 1 \ ( \ 1 c 1 ( 1 \ `\ \\ t 1 , t - 874 \ ` , ` 'Y 1 1 I I I I I I \T 1 \ \ \ \ \ \ I \ \ \ PERMIT REVIEW ' ' - , / /I ai (�)J " i - \ `\ \ / C6.8 \ II ,\ \ \ \ �J \ , , ) l \ \ l /^ \,\ l\`\ \ l\ \\\ \\ \ I I ) JI \ \ 1 \ o \ LAWN \� 1 / \� L ,, \ 11 \ \ I I I \t \1 I / �\ _ � ^I \ ) \ I \ \ \ I / / I I lI I l \ I , a \ \ \i _ \ �-- \ / (FC-003) I I ( 1 T \ (.) - ` X. DRA/NAGS - \ \\\\ = r Y - \ = -� \ ( I ( - l \ \ \I )\ \I\ Ill , \i\y \ - _ " I \ CO 'AII \ ^ / _ �// j ! - \ - \ - \ \ _ / ' 1 y111 \\ / r' \/ �f� \ \ /Ill \ 1 1 `\\\ " �� { I" I I))l/j�l'11 \Jr /l 1 / 1 \\ \\ \ \ \ \ \ \\ \ / / I \ ► \�, \ \ I 1 \ I Q I/ ► / 1 // I I I \ \ \ I L 7a1 � \� -y _ DITCH \ J 1 TDD Al \ _ \ < _ \ l \b \ \\ \\ 11 1 \ / l lI ) I \ 1 \ _ -r W ` ll� - - � \ >// ( I I / ( � - 63 3 t \\\ / l II ! \ l \ _ / \ l -► 11 \ \ , \ \ \ III 1 // , \\FQ 1l I IIII\\ \\\ \ 1 - �, ` �I /IIII "/IIII f 1//I i \ / 1 I \ \ I _ \ ) /- k- I I ( 2 W W _ ?` _ 1 \, / \-) / ) \ C6.9 I - , // \ 11 \ V/ \ C6.8 ( Ill l l l I' I \ , \` EX. TOP / I /l 1 - \ \ \ \ - - % L � \ \ \ I l\\ - � / \ ) t \1 \ \\ �i _ � �\/ I I/I / Jl I� \ / 1 \ \ / \ \ / /' \ \ I J \ ) 2 \' � - 1\ / / ram 1 ^ \ \ \�\ I ` \ - -637- - \ �.1l \ \ f- 1 II / Il /I \ \ \/ \ \ / / \ I � ? �-- / \ \ /// /\ / 1 \\ \ ( \l \\\ -I\ / I (III/ I 1 J l l f J 1 \ \ \ \ / , ) I / \ 1 > / 1 /{ / \ ( \\ \\ ll\\ \I ► \\ \ �, l/1 /,III JII/I l I \ 6 \ `, \u _ m w z , N� (\ \_ _� \ I I C6.8 1 � / r ` / I \ \ III \ 1 1 OF BERM I r /1 / l / \ \ \ \ - t \ \ 1 1 _ j , r , , l\,\, \ I W ► I r / I 1 I \ I I l t W J \ \�. �\� - - /i / -/ /� \ - �� r 1 i 1 r %\\\ \ \ \��\Ita i jll ///I1 \_ _ 89g \ < 1 / -/(,\1I, \ ` l (t\ IIII\\1 \ �\ \ �\ ~ I /��///lllj 1111//ll I \ \ \ \ \ \ \ _ ti t / / =o \1 I C6.8 r / - =� ,/-'""\ - .✓ � I < <- �( - \ ` / \ \ 111\ / ( I1 \ - \ _ 1 \ `` \ 1\ \\ \ \\ 1 \ I \ 1 I I ( \ F_ -- .� / � / \ / \\ \ \ 1 11 \ 669 - I l f)I Il t 11I I \ I / U) - - - - ,_ - 1 \ \ ^ \ 1, \ v\ / \ 1 \ �\ I 1 / �/ / \ \ \ < - f, � _ _ �, \� - 623- __ - _- \ i`)_� \ i \� � l cJ / . - r \ IIII j\) j\a r___--__11 \ l \ r 1 .66 ll l / _ _ \ \ \ \ \ ' ' 1 'll � 11 \" 11 1 \ - 1 „ I I J /ILj/ \ //1 1 \ cP / 1 \ / I Ill/ � , ` t } ) i \ \ / _ _ \ \ �` \ / 1 \ l \ \ I l \ / ^ ' 1\V, I l\\ 1\)\\\\\\I I \\I , - i t f I)I)�/'/ 11/�JSt " l \ 1 1 \ w u� �+ \ \ /\ Lh j ' \ \ \ .8FIyPF I J \ \ \ L /1 _ z- \�\ L\ \\ ) / r k \ `\\I- \\\ I !� \ 1 \ 11 1 I I I I ^ \Ai- i; \ / _ - -► �. -'= - - 1� \ �� _ \\ \ \ \ \ \ •ti\ \ \\\ \ \ \\ I 1 1 I 11I I / . ,66Y II I /(/ Ilrr 7� \ n \ 1 t. / \_ \ ,< / -r _ '� = _ - _ = _ \` \ ^� _ C6.8 \ \ \ 1 l I l I '1 / 1/ \ 1 �s dr �, - EX. �_ / // � � / - _ � -_ - - - - �` t _ �� \ \ \\\ � �' \` \ �\�\\ \� 1 " C6.8 I �'�,, � ,\I t\It\\\%\11 \ \ , I \ -\ii // r I / \ 1 l \ s� b Ln 1 / 6� (`� / lll /ll l \- /-/ ��- _ _ - \�3,Z 1 , \` \ \\ \ \ \ I,l 1\ 66 �. I I II )111 III \i / \ I ' E R I N \-/� ,,` \\/ / (/ 'I\ - -f,-=Y_^ / // ,/ � �� / ` � \\ ,,% \ \\ 1� ti I l \\ � \\ \\� \� (\ I / ( \ \\ 1\ �11 1 , \ ' I , iII Ir nl1 \ I \ I 0 I / /// < \ J I f \\ _\ \ 1 `\ \ i \ I / II 1 1\ \\ )\\I 1 1 t�,1 /1 \ 646 1 I 1 / Q Q \ \ \ ` / 1 \ / 11 I \\\ \ 1 \\\ \ 11 / i ,/I III" EX h \ \ / \ O( 2 \\/ / ' / - - _ ' I I ( ! \ \ I y \\\ GRAVEL/ I / / \ \\I `\\\ 1 \ 11 I 1 6� I I I II I \ e 1 \\ \ _ \ \ _ - , ) / \ \ o \ \` 2 \ ? \ �` - - -`J/ 1 SOIL J l I , r / \ 1\\ I\ ,\l \ l I WOODS \ I \ / z CL \ \ \ 5C \ \ _ � _ L \ _ / ( - -1 / \ a\\ T\ \ \t\ \ 'r < a� I J I I I II ' I I / I I \ ` � \ / \ C6.8 - \ / \ 1 I \ \ --6'6 / I III I r I//' G � � \ \ / LO \ \ '\ ` - ' / \ \ 56 I '- C6.8 - - � � 'I // / l 1 11 \\\ 1 IIII , /I II tl 1 647 / I o L - \ P - - �� _ C6.8 - \ \ j - - - ; r I \\\`1111X\\\\ \\`IIII 1�� x ,ItI�II1 ; I�� ' 644 `, / '\ \ I ; I SEDIMENT - L� \ C6.8 - - J - _ \ \\�,I1\ 4,\\ \ \ IIII \ I , 66 I I II11 �(l " I a, a) 643 645 646 / ` �, , �� \�\ / �! 1 \ \\1 IIII\ \\1 ` i ti ' I' \ '\\j .P I 642 ; \ SCALE 1 =40 CONTROL \ �, \ L/M/TS OF CONSTRUCTION 1 ^ ° ,�1 I\\ \ _` 6 _ ' - ' , \ \\ 1►\ ►\I I 1+ 11 ► II III \1 I►11�I r J/ , I I I \ PLAN VIEW 2 \ / I\ '- - - 1 \ ' I� I ' PLAN PHASE N \ \ \ 620 � _ i� N 83 0725 W 527.80- C6.8 \ \ __ \ - _ I \ \ l _ )\ \ l I I I I N 0 40' 80' ` �/ � � _ \'' \ \ .- \\ \l O \ IIII\\\ I ' 1 I I I I(lll� ? I 36 � I SEE SHEET C5.1 Q EX. 1 NI^ ^\ `'N > \ `_ \ \ 1 \ I \ \ _ .\\\\\ \\ \\ \\ l �6� 7 %= BENT \ \ - ( r ( \�!\\\\ \\ IIII II\� I I � I\ I 11' /)1 /1 2 , CD EX. DRAINAGE DITCH -\ � I \1 /\ II I l I I �s11 I I` I I F F l l \ \ I \� � 11\I\t' 1 1 \ I �l ' II'llf)'Iltl I I " \ v C6.9 �\ 93 C6.8 I \ , \E/P N 1 �L ` \ \\�1 I I �l� IIII> J I l \ I 642 m / 'C�\ ll 11 \ I I / II I \ 1 / \ " 'S 1 W * W �1 W W .I. \W * I / // \ �\\ l\� \\ \ \ r \ 'sg" `, ti 1 6 \ \\ �' I ,_ /' y EX. W k 4, /� / /'/ GENERAL NOTES co() \\ Ill \\ \ \\ \ % / \ \ \ - ` ` / t � t I ✓/ ' \ `� / / '/ /// / \ \ 1\�` \ < L \ \ \ ' I / I _ I ' / '/i 1. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES / \ \ \l \`\\\ \ \ \ \ \ -, _ - - \ , W /W W JW I\ r /, / \ , ' \A �\\\\ r 1l11 \\ \ \ \ \ \ ` \ \ - \ �/ -\ / - ,, \\ \` '\ \ �- W ..w W / /�' // /,//i/ '� IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. \ \\\\ \\I \)�I` \ ! ' \ \ I \ \\ 1 *t � \ \ //F'/ /i /i ALL OFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY \\I\I I \ `\�\ \ \\\\ \\ \ \ \ \ I � \ \ \ \ \ \ - - ,, I \ \ / - / ,, \\ \1\ \ \\ 6Z I _- - ' - ` - /-- 3 WV J � '/�,/'% /i / PERMITTED FOR SUCH ACTIVITIES. ►I 1A\ - \ \\\\I\\\\\�\\\ ` \ \( \` \ �� /` 1 \1 \ \( r _ �/` ` - N. r - L - \l- r\ r\-- r W W I , �r i�iG /,I, -/// 2, THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES I \\\ �. \ \\\\\\\ () I \ \ 4 I I I \ / - l \ / / W 41 -W w 4/ i t _j , // // r/ - > J 1\\\t 5C \\ \ \\ \ y 1 \ s l \ / � (_ \ \ J\ W y, ,� ",, y -\ +/ /�/ ��// �/ / AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL P \\\\ \ \ \11\ \ ,'. 1 `\ " \ \ ` ` �`_ \ \�� (� \ 6 '/ ri / / ,0 // ' / AUTHORITIES OR ENGINEER. \ \\ C6.8 \ /� /� 1 \� \A \\\111�\\l` \ \\\° \ I\N� \ \ \\ \\ \^ -( - \ rl ` \ J ^ \ / 1 ` \- \ v * * * * * ,-' /� - - / / �'\ <ter/ / %/ 3. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER \\ \\ \ \\\ \ \ - \ ^ I\ \ \ , \ v? \ a " /, ! i`/ / 1' PROTECTION AFTER WORK STOPPAGE EACH DAY. \ \ \ \ \ \ ^ -\ � r- ` \ _ / _ - s�?/�. W � / , / / ,� 4. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL \ I\ 5C 5B `\ \\\ \ \ /_ \ ? _ , > \ � - �� / r 'r '////i 7 / �� /// /W \ \11►\\\ I \\\ , r A\ / / \ \ `� I ,� / // / / \ /% /s ./ \ SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF N 1 1, \\\ 1 C6.8 C6.8 �\ �\ \� 1 ` � > \ \ / t l / r ~I , ��42\ \^ / �- W / / J/i '/i,'%' I '// /' ' ' ' W ' SYSTEM SHALL BE PERFORMED AS NEEDED TO MAINTAIN PROPER 11y I11 \ \ \ •Z \ \ ` \ � / \ \ / /\ - \ ( I t 1 / r j /� / //// / i / ( w /��w\ Q \ \`\\0 \I \ \ \\�} \ I 6 \ / \ I \ \ \ \ r \ �4 \ / ,/r,/ /////i/� / /, / � / -y / , FUNCTIONING OF THE DRAINAGE SYSTEM. Z_ .<Q 1 . \\ A- - \ I \ I 1 `% \_ , - \ ' \ \ / , /, // / / r / / / W/ * w ,,, 5. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND \ 1 \ , C6.8 \ \ , I `011 \ r - \ % /i i�// %/ /\ r // �ir � O 1 \ \\\I t I�, t / \ I \ I- _ / �\ // // / I / // � END / NON-ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE, V I l ` \�c \ \\ \ \ \ \ \ V_ Z \ 1` \\ \ J\ l � � / // , / / / / /// e* L Q ( 1 \\ � -1 \ \ \ \ \_ >` t , // //// f r , /// 14, /W UNK 'l I FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF 0 \ ` / \ 1 \ \ \ ), - � � \ _64� ^) \ -I ' / ////,/% /// �/// / ,� / I W` W lW THE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES \ \' (�\\\1 ` �\ \`\\.\ \ \ \ 21 > \ \ _ , -/ '/ /' //i ' /"/ W W r \ ( � AND MEASURES. H 5L -- \ / / / _ //// I \ / $TFZUC. \ \\ L r ( / \fa I / / /, / </ / , // _ \ r I.\ 6. SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY \ ` / pF CON \\\' \\\ \\\ \\\ \\` \ ' ' \ -� ,� " ,� / �. \� 1 (/ 1 / I, /// .4 .I. w- .4 w .4 I/W O \ \ 1 \\ l\ LIMITS _ �\\\\\\\\ \ \ \ \\ \ ) , ^ -I /- 1 / _\ - , / ( / / / / / f I I - / STOCKPILED WITHIN THE CONSTRUCTION LIMITS PROTECTED BY Z \ \$ \\I ) \�\ \\\\ \k -,,\\�\\ \\\\\ \ , 1 \ \ \ -t % \ ^ -/-,�/ / / / / w I w _ b w /r \ \ \ \ \ \ f \ / - \ \ EX. , \, ' '\i / , / ' „l W c W` / SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES. 2 \\ \ \\ / , \\\\\ , \\\ \\� \\ \ �' \ , \ \ ✓ / /// / / / r w v w \ v w v w W\ v1 U' \ \\�\ \\\ \ \ \\\\_\\\„\ \ \ t \ � r \ / ^ INV=646.99 \ _ / �/ / // / / / \ / 7. TREE PROTECTION INSPECTION SHALL BE COMPLETED PRIOR TO \\\ - \ I \\ \\\ \\ \ - \' , // A yr / - /�/, / (� W W \ W W W \ W INSTALLING EROSION CONTROL DEVICES. I ` \ \\ \ \\ \ \ -\\ \ / 1 \ \$l\\ \\\ \\,�\\\ \\\\\I\ \\ \ 0 I \ - - e \V- N_ \ � I 1 \ _ / \ \ \\ \ \ \\\ \ " \ - - .� / \, I /I / / % / /W Y W Y W Y W Y J� W \ (\�\ \ \ \ \ \� \ \ \ I r N, / \ I \ / \ Q I \l EX. \ \ \\ \ \ �c\ - h_11 \ \ ( '/ / / / / W * ,,\ 8. ALL APPLICABLE E&S CONTROL MEASURES ARE TO BE PROPERLY 1 =\\ \ \�` TREE \ \\\ \\` \ \\\\ \�� \ � \1 - I \-, / - / / / I /W W W - W W W W "I MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. \ \\\ \ \\ ,, \\\ \ \'py. , ( \ i _ _ , VALVE \ /. \ ` �\`�\l1 � E f�tl\ \�\�`\�,\ `\�� -1 ` ,_ / / \ � „` 1 �1 \\\ �I \ - i/ Q/ - LI/ram/ / / _ � . \w Im-\ w \v \ � \ �, &\ \\ L/N ` \ \ \� 9. PERMANENT GROUNDCOVER SHALL BE PROVIDED FOR ALL DISTURBED o \\ (5' ll\\\ \ \\ ( v \ \ � , ..p /, / - - /_ -- �\ ; W W/W tW '� \ AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR �j l _ - \ n , \\\ \\ \ \\\ \ \ \ ` C/ J/ "- _ i^ _ \ 1 DAYS WHICHEVER IS SHORTER H ' '�`�\` \ \ � \\\ \\, o\ I I / , ` 1 - ^ \ G \ / / )\ / _� ' \ \ W W \� 10. PROVIDE 8-FT TALL CONSTRUCTION FENCING W/SCREEN AROUND ALL . \\ ,, \\�\\\\ \ �� \�\\\ I ,\\\\ � \ \ 1)i\ III \ , " - � - \ \ ` � O/ I / // / / - - ' _ \ \ LU f/j -_ �1"- \ \\\\\\\ 1\ ` \\ \` \\\ \\\ \\ti \ 1 I \ \ \ g4t �A�� //-// I I � / - 1 \ WORK AREAS AT ALL TIMES DURING THE ENTIRE DURATION OF \ \\ \ L \ \ \\\ \\ I\\-, \ I 1 I �/ - _ rn \\ \\ \ \\ �\ -y\\\\\\�\ \\ \ \\\\\ \ - _ ti - / z I - \ CONSTRUCTION. ANY PAVEMENT DAMAGED FROM TEMPORARY w U \; \ \\ \\\\ \\\ `\\ \ \ \\, \ t / / - - - - \ - V END UNK 1 { \` o /; ` ` \ _ \\-, `\ \ \ \\ \ \ I / \ ` \ ` _ FENCING SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO w o H �, C �r /C �Ap U) ~,( I \\ `\ \\ \\ 1 R � �\\\ ,\\\\�1 �\�\ \\\\�__ - . \ \ \ \_ - C\ t \ ^ �\ \� I \ / \ 1 � - \ .v\ H � \� I THE OWNER. 2 \ �6 \\� i `\` \\\\�\\�\\ , \\ \�"-,\\ \ - ^` \ \ \ \ \ - \ ` \ \ / _ 11. TOTAL DISTURBED AREA: 34.18 AC. 00 U I1\ \ / �\ \, �\ � �\ I 11 \1�\\\\ \� �\\ \\- \. � � \ 4 - __1\\ \ ) - � F- ^ Of \ _ \\\\\ \�� \ \`, �` �\\\ \��\ J \ - \ \ \ \ EX. lNV=644.64' \ � i '- \ \ cn T_ Q \ +C6 --- _- - I \ \\\" It- ,\L\ \ r \ \1\\ \\� \ \\-- \,- , \ ^ 2sF \\\ / - \N. w 0 - W �- .\�\� \\ i \ \ \\ \ \ �\ \ \ \ - \ �, R / \ - \ \ \ \ - - KEY NOTES `\ .- �'N \ �\ \ \\\\\\ \\ � -\ / \ \ , \ \ W J 6 \ ,` \\ \ \\ \ N. \ \\\ \\ \ \ \ \ � \ \ \ �s _t \ \ \ 1 , \ \\ \, \ \ \ \ i /- Z OZ w C. 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PPROX/MATEACREAGE:36.8 l C6 8 REINFORCED SILT FENCE OUTLET �.• •%0 / /I - 1 `d� k, \ \ \ ,\ \`\\\\\ \ \\ \ \\ \ ` ACRES -\ PROTECTION / / \ \ PILE I // �� \\ \�\� \\ 1 \ ,J`\\� \`\\\\,\\\�\ \\ \ `\ \ \ / / I 1 I \ \/ ( ` - ��,% ;\\� \\ \` \ \ \,`\ �\``\\� \\ :\ ( l 1\ \ I I \ 7 TIMMONS GROUP / I \ \ ) �.,J. \\\ \�\ \\\\_ \ - \ \�\\\ \ \1\ _ \ t I \ C6 8 COIR MESH BAFFLES YOUR VISION ACHIEVED THROUGH OURS. / / I I I\ 1 \ I I - Q\\\� ,,��1\ 11\ ~Y\\\�`�t\�\\\�\ ` \ \ \J \ VIRGINIA I NORTH CAROLINA / 1 I CLA / �O� `\ \ `\ \ `\ \\\\ \1\ \\ \\ 1 , ' THIS DRAWING PREPARED AT THE / / \ .0 �. � \\ �`\ \ \ `�\\ \ \� \ \ \ ( � �, 8 TEMPORARY EXCAVATED PIPE INLET RALEIGH OFFICE / / I I 1 rr `- EX. \ \ \ -� \ )\�\\\\\ \I`l \ \ \ I \ ' \ 1 C6.8 *mk* 5410Trinit Road,Suite 102 \\ \\ \ \ \1 \\\\\I\ ` \ " I < \ ) �s PROTECTION v LAWN l _--1_ `" ( ( l % STONE r -) L \ \ \ .\\- \ 1 \\\ \\ \\\\\\ \\\\�\\\o\\ \ I /\ L k Raleigh,NC 27607 / 1 �� ___ \ -�-- I FC- �I �- PILE \ - is ` �\` ��`�\ - \"` \\\\�\\\�\ �� `\ t \ \ �,> 6s`� > I 9 CHECK DAM WITH SEDIMENT STORAGE FAX919.859.5663 -\ \ d \ �\ \ \ I \\ \ \ l \ \\ \ h ! 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EPHEMERAL - , , \/ rI r / %/ /i/'/ri t / J//c / / ' / C� J l �l _ - EX. INV=648.53' 'r \ l 170 P A 1- - \/ o / // / / / / / / /� / / I - /- I �. \ / \ �/ - -\ _ -:�� \ \ � I I I/ ,o o_ T I \ �GrP i// / /( / ///// i/ If// WETLAND // W. / /� J \ ✓- / rl /i /i // `� r / /�- .-Jo l l CHANNEL - ' \\ �° ` I c )` 'C / '1yi / /// / l / / - r //) r I r ')- ) '_� - - - I ► / / / m /\ _ r / I S�i1gr/ <\ J ^ ///r/r I r / / l / \ r r,/r CONSTRUCTION SEQUENCE - PHIJ,( / // I /// i<i /,dIkN l / -4/ J ` � �J`J / - - - \ \ \tl I / /\ L�� I J ` / I OCR // r \ _ // / // / / �/ I r J \ I "A / -Iw r /� / // / ( / J I l � _._ , J \ - I I / \ �- - -� \ \ \ X „ A + l / > / /// / / // I// / // /r / // M \ t" \ \ \ /�/ � \� - _ - /, - - \ \ /\ \ _ \\ -�\ \\ 11 II( I l / ( I- \ \ � �\ G� '/i/ I/ / lIl/ 1/// / / 1 / / ,, / I / W I - \ \ / \ J /�( /// / / /i / // / / / r / 1. OBTAIN AN APPROVED PLAN AND APPLICABLE PERMIT PRIOR TO 1 _____________ ` _ _ ` ' 5� \ \� I J r( / f' ( r" -� �\ \ = /'/ //,' , - r/'// /'//'/ // / ' / '/ /� //� '/ COMMENCING ANY LAND DISTURBING ACTIVITY. A COPY OF THE LU U \ I l l \ 1 � \ \ �S� , ��,\/ /�5/r/i �/ /r / /-- ---_ 1 / / .. \ 6 _ EX. WOODS - ti\ - �\/ / l I \ \ 1_ \ ,/i r / // /i //r r, ( r / r /I /I / / , /, / / / r / / /J / �_ _ __ p E---__,,� „ \ - \ Y / , / �. , l ( � `\ / T - r ��/,�/ /„r ,A,.//, /, / / /� / / /� / rl // L /1 / APPROVED PLAN AND APPROVAL LETTER MUST BE ON FILE AT THE -' �- I -�' �- ---- - - - / \ / / 8' l 'Sd /' / I / Zvi / j / /r /// / / f l _ � / \\ r - / ; C' 1 J /V � -o .4 - J ) I , //�� I � I. //i,/ //// i/ I , / i / JOB SITE. NOTIFY EROSION CONTROL AUTHORITIES OF PROPOSED ulliiiiiiiiiiiii O / - - �/ / of --- / ` f/ � l 1�``� // \ l r / r/, ,//r / > \ /\ /I / / / STARTING DATE OF LAND DISTURBING ACTIVITIES BY CALLING THE I o / / r ///_/� / / / / / /i / / r/ / / / r / I \ / i _ / 1 / y,;� I / /� //�/,///I / / // /,/ // /, / /� I/ r r / / / NCDEQ WINSTON-SALEM REGIONAL OFFICE AT 336 776-9800. U" / / -- / / '` - / I W - / ///'I I , / / ''iii / /' / ' ( / ,- / 2. CONDUCT PRE-CONSTRUCTION CONFERENCE AND INVITE NCDEQ4< E w / ' / / QJ / \) EX. INV= l l l 1 W \ \ ^'� ( / //r/%/f 1 / / // / / / , /i J"/ \ I / \ r� / \ \ '/Jr/ j /�// /r /// / , / // W / / r 7 EX. / / l J 648.98' l l /( 1 \ - / J 1Q11 ;' /�/ ' J i / LAND QUALITY SECTION, WINSTON-SALEM REGIONAL OFFICE, BY M = V� 1 / / / C / - \\ \ 6 \�- fJi /5C 1 i//i L A ///(Il/�� /i r i�V�/� / / / //% /(I �\ \- -I W TREE / / \ �/ / l I \ IrJ / / i �/ =, /�/' I /i I / � / ^ �� _ _ CALLING (336)776-9800. � � (/� / \ l V / EX. / l `\I r I / /l r/ // / d r / / \ / r /\` C6.8 \\ C6.8 ( ii// r/ice i/f�// -// /l r I / , �, / , 3. INSTALL CONSTRUCTION ENTRANCE, PERIMETER SILT FENCE AND O C 0 LINE / / \\ �, / / , - -ssz WETLANDS / / / \ 1 1 \Y : - `\ \ / /,v rJi//, / �/ '//''/ter/' , - I-�_ -I / / �j - I �✓/ - / REINFORCED SILT FENCE OUTLETS. C / / \ / / / \ I / / 1 30' EROSION \ \ (� !"// / //� //ii//�%j // // , / \ �I //i // \ l / / \ l � / L, i / I ' / / �// /ii/% / ' '/ �l1 / \ / / / / - .i / { \ - \ / 4. CLEAR/GRUB AND GRADE ONLY AS NECESSARY TO INSTALL EROSION QQ O Er / / \ I �/ / / EX. EPHEMERAL l ' J I z CONTROL / ' /r// , 5B /, '%//// // / r t' \ / \ / l / �/ �\ /' � ' ///i r / ' C6.8 / -r/i /' J / / i i / �/ / \ / / / // `\ 1 V �S` I / // // // , / r CONTROL MEASURES AND BASIN. V l I \ \� / CHANNEL l l/ \ BUFFER , Fca� 1 1 i /,/, j//// // / - //i / 1 _ 5. INSTALL STORM NETWORK STRUCTURES 0200-0202 AS WELL AS r / / \ l Q 1 �,. , ,. //J`j , r/ / / / / / , / \ 1\1REMOVE OVERHEAD l l 1 , o r ?� /�; //,/ / \��/'�� ;;,Z." , -r / / / ,// //1 / L / I RISER STRUCTURE 0401 TO 0400. W I / \ I \ I // l 1 J ( / / / /// //�i //i / / / �i / , \ , / POWER LINES BACK / ^ yj _�;_/ - - / ^/ /// , , // /�/// - /) \ / / \ ' - 6. CALL NCDEQ AND THE ENGINEER TO ARRANGE AN INSPECTION OF -' N U 1 1 / \ / /I 4 / l _ / / �� / //i / / I- / / / .r/ / -,�/, - r J/ \ / TO POLE j /l l t l / EX. INV= / ////�`' /�-/ '//i / / / / \\' /� INSTALLED EROSION CONTROL DEVICES. (NOTE: DEMOLITION Z Z1 I / _ 1 / // r'�// /ri �, \ / ) l / / \0 I l l / / 648.97' / / //''/ fi�2%-� /. / - ,/, ` 'p // / ll \ �� GRADING, AND ANY OTHER CONSTRUCTION WORK SHALL NOT OCCUR r Q Q I / / / / /G� J I r ./ I / / / I 1� L / ' '/ - / '/ C'' +r3" , r - =l / /� ) \ / l l / J I I I '\ / /, / _ / / i a✓` ) y' �A / 'i - - A , \ // \ / / / \ UNTIL THE EROSION CONTROL FEATURES ARE INSTALLED AND � C Cn I / l l / Q• I l / y, I / / EX. INV=649.52 - / ` \ APPROVED BY NCDEQ INSPECTOR.) fx / 11 l 0 G l / I\ qr / r / / / / I// / //i / /'/ / // b // /i I �' 7. PROCEED WITH DEMOLITION, GRADING AND SITE WORK AS SHOWN ON = 0 Q Cfl / / / / 0 z J ' Sob / f / / r/ �/ - �r� ///j/i C . , r 1' �b�` PLANS. V J to / / / Q / \ / ` / / r i ' '/ �/I / /'/�/// ,I/ / ' /r ` _ W/ I / \ / c�`L°' \- r 8. MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES / / l d l l r /, / l a /IJl / / /i // , i / - r Q N o / 0 , 0 / l > - / / / ` I I,- r r//A' / l/ / r� / / / 5 I I / )- / / III '( / / '!66�/, / - 1 //�//, /,l Ii/I�/ / \_ ,\r', THROUGHOUT CONSTRUCTION. REMOVE AND STABILIZE / / / / / , l l o / f/ / t //'i / / / 1 J///r// /�i " // / ` - / / 's CONSTRUCTION LAY DOWN, STAGING, DIRT&WASTE PILE AREAS. ALL / / l �` I / � // rr / / / // / //, / \ // / / \i / � / _/ / //,/ // i-J/,I/ I r //j I///�/ r( 'y y 6 ) 1 \ ,� . APPLICABLE E&S CONTROL MEASURES ARE TO REMAIN UNTIL / / I l l l / / i / ''I r// �\ //i//i /° �a -1 PROJECT NO: 600646 PERMANENT VEGETATION IS ESTABLISHED. / / -�' / / �/ !;� / / / / / C6.8 \ _ � DATE: August 14,2023 / EX. 14 I l / /r / / r/ /6�1 / r / ,/ ,_\, /I , f _ 1 ) ` / 9. ONCE THE SITE IS READY TO MOVE FORWARD WITH SITE PAVING, /� / PP l l / (Ii / // / �0// \/ ,/ ,/ lJ //�// /` / > / � ' ' ` \ REVISIONS STABILIZE THE SITE AND PROCEED TO PHASE 2 EROSION CONTROL. /0 / ♦ " l l r S r / 'r / / ^\\ c //1/11 'O r// q / ' I / ` DATE DESCRIPTION I /�, i j ' (/ \l ( /�///��/ /r` J / / //�/////O / r c \ G�_ - 09/29/23 CMR VE ITEMS , r l/ �// / I l // i7 r N 6 / VILLAGE MOBILE 10/10/23 FINAL SCO I .� / / .(I III ( r l l/ EX. WOODS I�/// r//// �N 6 �, 1; t\ 11/20/23 ADD-03 SIT l l r -/// \ /////l r// n I \ �,� \ HOME PARK LLC l l P \► // / // / r r � C6.8 IQ l l / / //� f � \/ C ) , / �/// I// / c � > �t -�� ` � DB 3969 PG 386 12/08/23 NCDEQ& NCDOT l l (Ill / \\I` \ ///�l//I//�/// n , r PERMIT REVIEW / r // - �, -o PB 41 PG 192 / / t I / ,t \ , / I ( (jll/11// ,\ ) \ r�� PIN. 8896777840 MARTIN MAR/ETTA MATERIALS INC / / III -/ /I - ®l�/ /J/ // /// 1 _ 'vim I I DB4109PG687 / / r%I �11'I/It/ /I�lirll� 1, J l J \\� PB82PG452 / l / _/ I / /�l / / I - I\ PIN. 8896695070 z / ///� l // / )/ / - I / / Q � ////Y, /I//, ] I \ ZONING:M-2 / // o -) Ali /��JI /��/ (i // 1 7 5B APPROXIMATE ACREAGE: 19.7 / l / I '/� l l/ l ^ A ACRES l l ` I I/ /II/ /l I t' // j I - C6.8 l l / ( GI/�//l//// //l// / ,/ \ \I l 11 l 11l�J'1�(I/I��llr ( 11 I / /- \ M c EROSION & aI // // /%%/ /1 i - ' EX z Ln �I,II/ /, E . j SEDIMENT / / LO \ / /'/ 81 //I � \ � � SCALE 1"=40' CONTROL w \ / � PLAN PHASE I No I >_ EX. / // // / \ 0 40' 80' STREAM / \ �6s N / \ Off, GENERAL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. ALL OFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITIES. 2. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR ENGINEER. C_ 3. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER 003 PROTECTION AFTER WORK STOPPAGE EACH DAY. 4. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL o q0' OHP� SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF N��o4�' OHP� SYSTEM SHALL BE PERFORMED AS NEEDED TO MAINTAIN PROPER = N ® FUNCTIONING OF THE DRAINAGE SYSTEM. Z_ z WR CONTROL PT#3 NAIL CROSS RC _ -oHP / / _ _ /j I ('I 5. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND ° GROUND COORDS ( ) SR 1752 - SANDY -EX. ` I = , - / '/ I NON-ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE, ,,- NAD 83-2011 60,PUBLIC RIGH PHA�AY PP - -R/W = I FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF V 2-LANE EX. AS R/� R/W � � � , � , - ' IVER BUFFER I �\ \ NAVD88 GEOID 18 - 22 - W _ _ _ _ _ _ - - - - _- /� II I THE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES RCP \ N:869 514.4181 ) / ' - , , PB 76 PG _ R/ - \� _ _ _ - - - , - - - - - ' Q �o2aa W �m I AND MEASURES. EX.. 12"RCP \ \ \ \ EX. 12"RCP SR 1752- SANDY CROSS RD ' - _ - -_-`- �x % `� 6. SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY 0 \ / E:1,897,522.6636 �d� �650 3T °�- \ 1; lNV=629.04' \ ` ` 8.64 R - �' _ STOCKPILED WITHIN THE CONSTRUCTION LIMITS PROTECTED BY Z \ \ \ sw\ \\I \ lNV=630.16 \ EX \ 60'PUBLIC RIGH�OF WAY \ ' / FLEV:647.73'- W 650 =_ - - - I ° 1 ' \ , \.EX \ - \`2-LANE EX. ASPHALT '\ \ \ \ \ EX _ _ _ _ -` •- - TP - - R/ - _ _ ;_ _ _ - - I� - - _ - I SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES. 2 R - PBJ6 P _ \ \ -�+�-` �/ ' 6�� R W_ _ _ - -64 - =t�� - / \ - - - - -fin- - - - - _ \ \ 7. TREE PROTECTION INSPECTION SHALL BE COMPLETED PRIOR TO _ _ \ z 15 CMP -7= - ----= \\ \ \_ _ _ _ 1= _---cae,xa----\- \ P - -644 �c+P- / ' \ _ - - -- - - - - - - - - c� _ _ - - �'_ __-_ \___ _ _ ---- ----L / \ I INSTALLING EROSION CONTROL DEVICES. w _=E- _ 1 � = 'T�- \ , , -638 _ _ ,6 , __-642 = _ Vw 645 - W _= R W _, _ fir=_=T om_ - !' _ - - - - _ _ _ _ __ _ _____ 1 i _ _ \ \I 8. ALL APPLICABLE E&S CONTROL MEASURES ARE TO BE PROPERLY T �_ __ - 643 =644_- - ___ _, -'r _645- l G�____ = ins Epp- / 6y1/ - _ _ - - _ _ _ _ _s_________- _ _FCC-Ft8 R - \ ` ' \ ! �l \ I MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. UU LO 1~ �& / \ _ I 9. PERMANENT GROUNDCOVER SHALL BE PROVIDED FOR ALL DISTURBED o cIj _ _ _ _ _ , - �6 - - - _ AREAS WITHIN 15 WORKING DAYS - - T' / C5 '_ _ T - / EX. EDGE - _ _ - - - - y _ _ _ - - - - - - - LANDS OR NO MORE THAN 90 CALENDAR OF ASPHALT _ - _ - '//) '- - - - - _ W \ , - =r `� c \ cQ ------ ------ ------ � ---- "�---- �'�----- �'�' ,y4f og o � - -r` _ - _ _ -¢- ` INV=650.6 - \ -dG, �� '`EX. E' � - � / ' g8� LIMITS OF CONS RUCTION ��EOP-- -_ .o TOP 652 60' \ �r� 5' CAPED ICI � � DAYS (WHICHEVER IS SHORTER). � p uF I �.- OFO�kPHAL T y� EX. lNV-644.51 �� 6 �..__�__ - �M��EX. lNV=648.41' - _ _ _ _ - / lNV=649.69' U _ _ - _ _ AREA I ICI I n 10. PROVIDE 8-FT TALL CONSTRUCTION FENCING W/SCREEN AROUND ALLLU 1:6 R _ , - - _ _ - - - - _ r 1_ _ _ - _ _ _ \ EX. ® a 1 I = WORK AREAS AT ALL TIMES DURING THE ENTIRE DURATION OF _ - _ _ _ _u o- _ _ - _u - - EX. INV=648.27' _ - - - _ - - EX. BLOCK PP _____ _ _ - _ - _ _ - - - - - �- , - - - _ - - - - INV=650.14' -OHP- - ° ^, CONSTRUCTION. ANY PAVEMENT DAMAGED FROM TEMPORARY w o U _ _ - Z'12 CMP - _R- _ _ RWALL W o w p - ' \- - - R/[n/l i - � - \ / GUY - R W r � � FENCING SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO � � 5B \ b\ \ \ R/W 1 �' ' / / POLE' / ' / co THE OWNER. w 6 _ W / - EX. 12 RCP - - w R/Wl\ R W / F. FANOUS I II m W A Cn "t U 6 _ - x C6.8 C6 6'CL .8 \ \ m l �� \p \ LAWN \` / / \ 1 / PP GROUP, INC I I k a) Q 2 11. TOTAL DISTURBED AREA: 34.18 AC. 0 P - _ �GU�?' \f \ \ \ \ EX \ 1 I DB 3445 PG 594 I II w o } \PtOLIE , \_ ` - \ \ .�(��r ,� `� / ! / � j I I PIN:8896890413 I� G� Z .� /- - / / I P ✓ - OIL W •Y W W •Y W \W 1\ \ \ �T - \ \ 1 )\ / /sir / LIMITS .� - �- �.` W W � � .v w W�` --•� � \ F C�-1 y _ \ �GW 2 \ � \ \ v % � � � o � \ III II � y n KEY NOTES E ( TOP=652.92' I I iiI Z O / � \ ¢ o - P r C 1 2 6 I J I �tl CHECK DAM o� g � GW \ \ \ � J \ \ - \ \ \ \ � 6 'O � � � 0 4 PVC lNV W-651.82 END UNK r \ ` , \ ,�; JOHN D. BRUNER ( ) ) II r C6.8 C6.8 \; / \\ \\ / \ ` \ \� I / -16 C6.8 F 12"CMP lNV E -651.66' END UNK I b I-I' > DB 414 PG 903 )- ) 5 m \I ♦\" S'F,� \i\ c�.c 0 \ PIN:8896798424 - J r I ll I 2 GRAVEL CONSTRUCTION ENTRANCE / \Y ✓ 1(\ \t \ \ Qx\ \` \ �` I (/-644 \ \ \ pF - \� 5C 6.6'POSSIBLE EX. WOOD SHED I � I C6.8 EX. ^W / !, \\ ` `� _ ` k C6.8 ENCROACHMENT 15"RCP END UNK ^ I� •`° Ic4A Rg��`''• POND�j ) )\ ti V \` \' \ ^\ \ \ - S` \ /' ,\ \ \ '� F/T \' I \ (POSSIBLE JB NEAR DI) 1 C6.8 •`� / / TEMPORARY CHANNEL LINING • U \ �\ 2r \_ \` �- \ \ \ \ ` I \ \ \ L� / �- \ �\ _ I I 1 (EXCELSIOR) a. Cy • !�,'. s \ _ \ ` \ \ \ \ - / / CONC HEADWALL \\ I I I 1 „ ROLLED EROSION CONTROL w w 15 RCP lNV=651.49 I I I I s' I v C6.8 _ > / 1\\- \ \ \�� \ ` % r` \\ ! Z \ \ t\ / 2�iT ♦ /TPF - 1 I � - / QI a I PRODUCT s 055780e Q ` \ 30' EROSION \ ` / 1 ` \ �' I \ N - I BENT E/R LOCATED \\ W W l CO \ i S 83 0759"E2462 \ / l -] LP PP TEMPORARY SILT FENCE 9 " GINS Q. I CONTROL � � T ♦ SF \ , ^ / .�f •b �•••'' W 1 .,. I \ 1 \ S' / � N 44 1528E 4.05 OF lPS i � 2 / 7 I I C6.8 . ''A • I \ \ 'S'Ci EX. DECK/STEPS L LOD ""'°°" \\ I BUFFER '\ \ I\ ` \ // , \\ \f l c/%O ♦ p� EX. A/ / I dl -� dl \ di- I I I I I 5B TEMPORARY COMBINATION TREE �`'F'`+„�T 1ei a�►s��` \ I o , „ \ PP I SF/TPF 1 \ 1 \ \ \ \ l �/ \ \ I / EX. DECK/STEPS , \ (5 OOi" _ A{ ' W �/_ ` \ \ TANK / \ N4 5 / / c / v _ / II \ \ /, I h/ PROTECTION &SILT FENCE \ 1 ♦ S EX. WOOD EX. SHED 16 .75 l _ J� ` \I 1� 1 \ ♦ pF \ J 5.7'POSSIBLE / \ ^ ) ITPF �� S Pft SF/TPF _ rF/TPF SF/TPF � iI iii II 5C TEMPORARY TREE PROTECTION FENCE TP \ t \t C6.8 1W \ W> \ \ \ \ \ 1\ \ \ J LOD \ I ) LOD L I OD III i \\ \ \\ I a ) \ \ \ I\S S62o \ ENCROACHMENT / ��' G / J / , ' / / \ /_ �/ L J< I \ c F 2J• t ♦ / / \ I III 6 �, \ \ \ 1 t l / \ ♦ 3 ,, I 23'POSSIBLE Q / l \ A I ••• (� I _ REINFORCED SILT FENCE OUTLET • \ \ t 1 23 ,/ ENCROACHMENT' �' / I / SSMH I C6.8 \ �s \ ) \ 1 ` \ \ \ \ \ / \ \ \ \ ( q _ PROTECTION 0 ' / „� J , ADDITIONAL LIMITS OF TOP=653.51 z \ \ EX. _ ; \ - \ ) \ \ _ \ \ \ / \\ EX. METAL - / \ / / I / / / DISTURBANCE BY �I I TIMMONS GROUP \ \ \ WETLANDS ' / `� ,`\ \ \ )\ \ ` I \\ 1 / L /, \ \ /\ ♦F I \ CARPORT / I 1 EX. lNV I q \ �', W \ � V ► I I IIII COIR MESH BAFFLES / - \ / ♦ OTHERS (0.3-AC) OUT=648.57' I (� 1 i III jIl C6 8 YOUR VISION ACHIEVED THROUGH OURS. \ W W ) ! / I / 1 \ \ \ \ \ I • \ \ Ej'r v \-/ / / / I VIRGINIA I NORTH CAROLINA ) \ / \ I � ` \ \ A1 _ � \ , EX. POND 1 \ \ / / \ 1 \ \ ! / ) i L 1 \ / CIF - _ J �� // l / l ' / > I CL I / / � I $ THIS DRAWING PREPARED AT THE I \ 6 / 5 , 1 / , / TEMPORARY EXCAVATED PIPE INLET RALEIGH OFFICE (^ I \ `�'? 1 \/ I / / \ / \ f \ ) 1 CIO I I i I I I C6.8 PROTECTION �� 5410 Trinity Road,Suite 102 _ EX. /NV= \ \ ) \ \ \ r ) I 1\ / \ ! ♦ a / ) / / \ / I I \ I W I it II Raleigh,NC 27607 637.25' ) 1 W \ r - -\ 1 \ \ \ I r\ \ \ \ \ \J \ SC / / \ I \ 1 I I i iI IIII 9 TEL 919.866.4951 \ W W ),' \ < / / CHECK DAM WITH SEDIMENT STORAGE FAX 919.859.5663 PLAN VIEW 3 , f 1 ` \ \ \ r ' 1 ' \ 56 C6.8 / I \ \EX. WOODS \ ( / ) Sc _ / ) r J \ / , ! O I I I III C6'8 www.timmons.com \ ✓1 / EX \� \ \ I \ 7 /T / / / 1\ / \ \ I IIII North Carolina License No.C 1652 \ \ I ! F / gF / ! 1 x I li I Site Development Residential Infrastructure Technology \ \ SEE SHEET C5.1 ) W \ \ WETLANDS \ �l 1 \ �, \ \ \ I 1 \ ! ! C6.8 / / / EX. ; , 1 I I I SILT FENCE &TREE //' PP z C6.9 \ I / - > O / ! 3 TEMPORARY DIVERSION DITCH 50352-333 \ V.� L \\ \ W •Y W •Y •Y \ PROTECTION � / / \ I - � �I TEMPORARY SKIMMER BASIN N 1 i \ I \ \ \ ' 1 FENCE BY OTHERS ` f/ 1 I I`II \n \\ \ 1, \ \ W I .Y W Z/ W Y W W \ ,•Y W .Y \ \ ` \ l 1 I 3� I \ I J r 1 / \ / l ✓ I II PII C6.9 PLAN VIEW 4 3 TEMPORARY SLOPE DRAIN C6.9 4 INLET PROTECTION 0 1961- If If 0 0 ° " - - _598_ \ \ - - - W / _ _-q� I / �O' ' / off/ \// I l l Q0 C6.9 TEMPORARY WATTLE If °° / 0 0 0 '\ - - - - -�///`�/ / / // \ / I I I \ / / ) I I I I lit 6�\ C6.9 RIPRAP OUTLET PROTECTION °0 / ° 0 / ✓601 // ' / /u> ' ' r I I I \ -1 1 I I I I I111IlIh l �62s I \ A CONCRETE WASHOUT AREA 00 00 � � / / � / / / / 6b5� - - \\ \ \Ili 00� �� "I' -t- h I II � IIIII111J. ) A// 6.1 o / ° / / ' t)Ji ' \ y/I. ,rO / / 6 \ IIII //IIIIJq u111 B ° / ' ' 6 / / \ II III / ' I It I11 C \ �I I► ! RAIN GAUGE AND PERMIT RECORDS BOX V 00Uj 0 / 00 ° OO 4 A / / 03/ / / / / I / \ \ /' C6.8 \ I h1i Ir1l�`�° 0 33.848 C / / 0� /� \ \ �\J,i` / 606 \ \ \ ll /III \ /i;llll\ Cum> CL CREEK DIGITIZED FOR VISUAL 0° , 0 1,474,419 SO FT // ,`O / / / // / \ /\ \ \\\\ \ \\I,� / / \I \ eo \ - II i 1/1,I1111 1 LIMITS OF CONSTRUCTION PURPOSED ONLY DIGITIZED FROM o ° MART/N MAR/ETTA MATERIALS INC / ' / / ' �' \ \ 8 \ II f o / �, 0 / / . INTERMITTENT ' / _ \v 1 I ► i 4\ / 111 NCONEMAP ORTHO 0 �F, o DB 865 PG 779 ,. - \\ \�� I \ � ) G 0 STREAM \ \ I \ I Itl�Ill I II tl) CREEK SURVEYED AT THE 0 0 5 PB 82 PG 453 / - _ \ \ \` %-�` 6 / 1 PROPOSED STORM SEWER PIPES I` o / Q / � / / / � / \ \ ` l ;��_- �� \III / / \ /I11 IIII BOUNDARY CROSSINGS. o �O`( ° PIN: 8896576322 / / ' / / /60$ / \ \\ \ \ '/ ' I \ ` 11 1 r 0 0 ° ZONING:M-2 �' . _ems% ,�\ C6.9 / I f /l1/I I \/I I I Ill CV / / \ \ \ �� - � 41 .623 I 1 I 0 ° 0 0 ° / o / / / ' / ,601 / / / / / / i- \O -\\\\\` X. 1 0400 \ j I I I PROPOSED ROOF DRAIN PIPING RD No ° fool / o ° o _ - - - ' II / /(1 I ! /fill 0 0 0 0 0 0 0 0 ° 0 ° 0 ° o o ° ° 0 0 0 0 0 0 ° ° 0 ° o Opp // / / / / / / / / / / \/ / - - - - \\\ \\\ ` - - - / 601 1 \\�!)1 i I i I i I1 ^ / 1 �l i I SKIMMER BASIN DRAINAGE AREA ° ° ° o / / 6\ \ \\ \ - - 50 HAW RIVER I I a )1 1 I o - I 11I I I ° o ° / ° EX WOODS I / / / / / / / / / / - \ 612 \ \\\- - - - V \ ` \\-I' ./ Ill S ° ° 0 BUFFER �- 1 )Vic' I l I t o ° ° 0 0 0 0 ° ° /\ / o I r // / / / i/ / /- - - - - ��_\+=\ \ _ram \ \ I-E 6 l EXISTING CONTOUR / - - 42s- - ' Z ° 0 0 0 ° // \ °° 1 I 1 / / / / - - - - - - \ � \\ J n C6.8 0 0 0 \ O 0 0 0 0 0 0 0 0 0 0 0 0 / FINISHED CONTOUR 42s ° ° ° 0 0 /O \ 0 ° 0 I 1 0 1 I ! / / / , / \ - �`�^ - /� I IIII o �''O ° /'� o - - - 0 0 ° 0 /~ll�I 1 ,^ V 0 / \ i \ / �p / o I I , ' 613 1 6'jS \ r-f / 3, �- �f r LU Z 0 _ / / po \ 0 0 1 I 1 1 I 11 ! I / // // l - \\ \ ,� - -6/9- //I )I DUST CONTROL D� 1 I u J �� \ 0 ° 0 100-YR \ ` \\ 1 I 11 I I I o , �� \ 1 / �, , � \ \�, //� �\\ y / 1/IIh CONSTRUCTION E E - I.IJ 0 - ° ° FLOODPLAIN \ \ I ! ! ! \ \ v - \ / r `/ / (I I I I SEQUENCE E N C P H I J O / \ o i� \ � � �� \ 0 ° 0 \� \ \\ \\ \ 1\ 1 l \ \ \\ l W \ \ ' _ // \ N jl 1� N J / // / v Z o \ o \ \ \ \ s \ W /�\ I �- - - 620 1 m °° ► ` // \ ��n� 0 ° \ \ \ \ \ \ \ \ \ \ J / \ I = / \ / \\ _ II , 1. OBTAIN AN APPROVED PLAN AND APPLICABLE PERMIT PRIOR TO O ° \ ° \ �\ ) \\ \> \ \ \ \ \ \ \ \ \ \ \ \ \ \ I > rn 6\0 / \ I I I\ COMMENCING ANY LAND DISTURBING ACTIVITY. A COPY OF THE li 91. / i /0 0 0 / /0 �� Ilk" \ �� WSW ! � 5/ / ° _ _ \ \ \ \ 1 1 \ \ \ \ \ z \\� , I ► rr LU V 0 \ \ I W � I I I APPROVED PLAN AND APPROVAL LETTER MUST BE ON FILE AT THE ° I \\\ ) y �� -u \W W W Wi / ° / - _ - - _ _ _ `� \\\\ / ` \ \ \ \\ \ \\ \ I Q JOB SITE. NOTIFY EROSION CONTROL AUTHORITIES OF PROPOSED Q / / L _ 50' HAW RIVER 1 / I \I /� / ' / \' / / ' / / / / _ \ \\ \ / / \ . \ \ \I T / a/ I1 II / / g6� / / 0 9 / - \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 d�I ( / \I I STARTING DATE OF LAND DISTURBING ACTIVITIES BY CALLING THE ;/ BUFFER ' - - - _ I \` \ 5 / / g5 / \ m 11 o / 1 Ill I \ / \ / L / / / / 'd / / 5 / / / i \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ k // I y/ \ ` _ - 0 ti / / / / - \ \ \ \ \� \ \ / \ \ \ \ \ \609` \ \ \ \ \ \ \ co I \ 111 r NCDEQ WINSTON-SALEM REGIONAL OFFICE AT(336) 776-9800. / o ° %//^ / \"�- Wi'_ _= 581� / / / 0 / / , , / / _ - - \ \ ` \ \ \ / o \ \ \ \ \ \ ` ` \ \ I I 1 1 1 1 )� ~I 1(I 2. CONDUCT PRE-CONSTRUCTION CONFERENCE AND INVITE NCDEQ Z 0i er° '/ \ 111 1 I � /- \ /_ \ / 9' ' / / / ' ' - - - - \ \ \ \ \ \\ o \ \ \ \ \ \ \ \ \ \ \ \ \ / \ �\ I ILL \O I \ / _ o , / / / / - - - - - \ \ \� / 1 \ \ a, I I \� 1 I 1 a �)I \\ LAND QUALITY SECTION, WINSTON-SALEM REGIONAL OFFICE, BY _ Cn / , �/ / E //' / h �\ \ 9 / / / 3 / / - \ \ \ \ \ \ ` ` \ \ \ I , !1 1 j/, t CALLING 336 776-9800. Cn CO ii GRE%� 5 / / / \ 1 .y$ / 69 / / / / / _ � 603- - - - - - \ \ \ 60 \ \ \ �\ I \ \ \ \ \ \ \ \ \ I I - 1 / 1 I}1t \ \\ O 6� / \ 50 HAW RIVER \\ �\ 0 / , / 00' ,602 _ _ - \ O \ \\\ 1 1 1 \ \ \ s \ \ \ \ \ \ I t V \ 3. INSTALL CONSTRUCTION ENTRANCE, PERIMETER SILT FENCE AND CC / / ' / ,� \ BUFFER \\ \ 01 \ / 0 ' , / //' / / / / ' /6 / / _ _ _ ' _ _ _ - \ NI-1 \\\\� I I \ \ \ \ o�\ REINFORCED SILT FENCE OUTLETS. 0 C 1 l / � / / // / , , / / _ _ - \ \ \ \ \ \ \ \ ]) 1 1 I 1 / s \ \ \ \ \ \ \ \ <s \ \ / I =I \ 4. CLEAR/GRUB AND GRADE ONLY AS NECESSARY TO INSTALL EROSION QQ O U 30 EROSION / / , / / � � � \ ► � \ \ \ 1 CONTROL MEASURES AND BASIN. � / / / / \ \6 \ \ \ \ 6 \ ) I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ // 1 ° o�0 0 0 0 a .58� o � CONTROL / i / / / / - _ _ �sr \ \ \ I\ / / I \ \ \ l I III m\ \ / ' k 1 \I 00 - \ \ \ C6.8 \\ I 1 \ \ ` \ \ I 1 1 6 \ \• �\ \ 5. INSTALL STORM NETWORK STRUCTURES 0200-0202 AS WELL AS r 6 \ // ) o / -�- -I �p \ BUFFER / `7 / / / - ' - - - \ \ \\ \ \ / / 11 1 ! o / / / \ o \ \ ° i / / / / / / / \ \ \ \ \_\\\ / , / / / I I I I \ \ I I I I V I RISER STRUCTURE 0401 TO 0400. r W Q / ! C6.8 9 / I I o / / / / - \ / / y _ - - _ \ \ \\ \\ 00'� ' I / I I I ► 1 I I I _ / / (\ t\r 6. CALL NCDEQ AND THE ENGINEER TO ARRANGE AN INSPECTION OF -' N V r� --pp��pp7� ' - �� t \��\ = �r t - ► _ _ I_ _I _ _� / \ \ \ INSTALLED EROSION CONTROL DEVICES. (NOTE: DEMOLITION, Z Z iFITPF �PF SF/TPY / SF/TPF \ SF/TPF /TPF FITPF SF/TPF S6ITPF •' SFITPF SF/TPF Sf/TPF - '3F7TPF SF/TP� SF _ _ ��EITP �T SG{TP� � SF/TPF - F/TPF SFNTPF _ FITPF ` IJPF T1 J \\ \\ GRADING, AND ANY OTHER CONSTRUCTION WORK SHALL NOT OCCUR M r Q Q / , , / / / / ' ' - \ \ _ �' _ _ _ _ - % _ - %'- \_ UNTIL THE EROSION CONTROL FEATURES ARE INSTALLED AND ■■■■■■■ V) _ - \- _ 6 r / / / \ \ \ \ / //� \ \_ \ / \ / E/P i \ /, APPROVED BY NCDEQ INSPECTOR. r / I ( / �/ �� T \ T �'� o j� / rn T L �'l�' -�' /sue 1 ! 7/ ! goy 5B EX. ROCK / d° / / / / ' , / ' / ✓y \ sg / C6.8 N 89°58'59"W 592.02' I / ,6 \ \ \ _ _ _ / /// / N 89 5718 W 531.00 \ l l \ ! I / 6 \ \ / / ' / )_/ \ 7• PPRONSEED WITH DEMOLITION, GRADING AND SITE WORK AS SHOWN ON J 106. C6.8 / o'd / � � \ \ �� I i � I 1 I ' / / / / / / . - ' '6111 \ \ \ \ oo \ \ \ \ \ � _ _ / \ \ � � � � � _ - \ \ � 8 S / o °� / / / ' / I 1 I I I I / / 9 \ \ \ _ /// / ` / \\ \ \ \ . MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURE (f� Q (V 1 / \ _ _ THROUGHOUT CONSTRUCTION. REMOVE AND STABILIZE _ - \ � ► I I I / - - -� � � �F/rTPPF �' F � / SF _ - � � - ` P �- - 5C , TP ' TP TR , T T� TP TP� TP\ \TP \\\ / / ��/ '� CONSTRUCTION LAY DOWN, STAGING, DIRT&WASTE PILE AREAS. ALL / - - - T a- - -r - - / - - -/- r- - - \ - / // i \�\\/ \ - - _ _ _ - \ i / C6.8 \ LIMITS OFC_ON_STRUCTION APPLICABLE E&S CONTROL MEASURES ARE TO REMAIN UNTIL / / O / l / / / 6 \ \ \ ' J ( // / 5B 601 ' \ \ - - _ _ _ 1 \ _ / / - I I LIMITS OF CONSTRUCTION O / / , / / / / \ \ \ \ \ / / - \ _ _ - - __ _ _ 56 5C \ \ °' \ - - ' PROJECT NO: 600646 ° o , / Z / / / / / / / ' / I I 1 / / / /O / / / / / / / / \ \ \ - / / / I \� " 5C 6 ` - - - - - I \ \ PERMANENT VEGETATION IS ESTABLISHED. DATE: August 14,2023 o / 30 EROSION / I) / / / \ \ _ ' / / C6.8 C6.8 a, I C6.8 C6.8 I \ - 9. ONCE THE SITE IS READY TO MOVE FORWARD WITH SITE PAVING, 9 0 _ -596- CONTROL 1 1 \ ,;%_ \ / C6.8 o I \ REVISIONS EX. LINEAR 1 STABILIZE THE SITE AND PROCEED TO PHASE 2 EROSION CONTROL. ° BUFFER I I „ - \ ♦ I DATE DESCRIPTION 0 I L 1 WETLAND / _ � 09/29/23 CMR VE ITEMS RALPH ELMO - - _I / / MARTIN MARIETTA MATERIALS INC 10/10/23 FINAL SCO 11/20/23 ADD-03 DB 865 PG 779 12/08/23 NCDEQ& NCDOT FAULKNER, JR., DEED DESC:DB 408 PG 768 KATHRYN FAULKNER PB 82 PG 453 PERMIT REVIEW OLIVER,AND PIN.' 8896576313 (FC-003) KICKY EUGENE FAULKNER DB 3148 PG 458 PB 82 PG 73 PIN:8896483321 PLAN VIEW 5 00 EROSION & z SEDIMENT LID SCALE 1"=40' CONTROL N NOR PLAN PHASE I N 0 40' 80' 0 N co N • _ I 1 /IeTr /� - W � 1 - � - • • ` • • •� '_ y'�.�� / '� I - �■{- •�'• �-��=Q�L�ram-i-�t�� 1 • ��;�J�`��T .' .•� -y / • // - ,. ♦ 1 1 ♦ • ♦ ■ ■ • ♦ 1 '1 1 1 ; '1 '• • �� • t,I c■.c ��O�r�1� J1��`•�.`�� ,''. I,�y� / �1C� ,"'-"� •• •• -• ■ • • • s e • - ,-,,•i o � • 1" ��®�� I� Imo'� .,ll� -Ia., �� •� � • � .. . � �`/��7 ` 1 - ��- � �,Q, �' 't1�. ' !' �� ' emu- � w Bill Bill IN Bill m ■ C /• y sv a / •- ■ ■ ■ • -• - • �. ��♦ . • . 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THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES � ' \\�\ \tt \1 \�\ 'N \ ► k - \ n \- _ - - - \ \ \ _ ' J► �" /° ° W!� )° \-1 ///,, /III // /' IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. �\ / ' \v\ \ ��\t\ ( \ 1 '\ \ s, � SEETHISSHEET \ \ v - , - - \ ,` - - \ �. . �� ..w ' / ////// '� \ \ \ \\ 1 °Z ° \. ° ° ° \ / '/, ', '/i ALL OFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY \\I\I / \\`\)\\\ \ \\ \ PLAN VIEW 3 \ \ \ ` \ - - - - - I ' - , - \\ - ." W W W W W J \ '///' '//''/ PERMITTED FOR SUCH ACTIVITIES. ►, 11 \ \ll \�\ \ \ , I 1 \ /- \ t/- W\ W W \ W W W )� / /i/'i/ 2. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES \ \ .., \ \\ l�\�\\\ \\ \ I \ \\ \ I. I I \ /\ \ � / \ -r - I \ / /)\ W W\ -W ° W/ j t/ '/ ,� ,/ /i /// AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL () %( 5C \ \ \ \ y \ 1 `\ - " `\ / \ \ <� w w 4 m 1 w, tip/ /�// � , i// / \�\\ \\\\ \� `� 1 \ "A - - \ _ \ \\/ \ ° e °- / / / ,/�,/� \, /I, AUTHORITIES OR ENGINEER. 11 \C6.8 \ \ - I \ \„ 1 \ \ / 1 \ \ W °, � °, W W/ -/ /�, / / 6''\ '// / / 3. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER \\\\\t �\ \\\� N� 1 \ \, \ \ _ \ t \ \ ')^ \ 11 w w Mw, w A -- ,//( -'//%/// �'A��- / ^// \\ \\\\\\\\ \\\ \ \ - \ ^ 11 - \ \ - - cQ , - a / /� / >` ,, PROTECTION AFTER WORK STOPPAGE EACH DAY. ��\ \ \ \ \ \ _ \ - / \ W\ ° , ,./ + / r // , / ter, �S // M \\ \\\\ co x \ \ � _ / \ I\ / /, / // ', /� 4. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL o \ \ \ \ <. L \ `\ r \ / - \ �'�w v w _ / // // ' /- / '// / Cfl \ I\ - 5C 5B \\ \\\ \\ \ \ ` / \ ) - - > \ \ `\ - °. ° ° / , / % // 7 / �/ / / ° SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF I` \ \ I \ l 4.\ / , \ \ � , / / / \ /// / •/ \ 4 � - \ - ) \ \ \ , - \ / 41 - / , // '// '//_ > /// // /S / / W ,- SYSTEM SHALL BE PERFORMED AS NEEDED TO MAINTAIN PROPER N 11 C6.8 \C6.8 \-\ 1 \ 1\ \ 7 \ \ / ) \ \ ! "I , -64-7\ \ I �L ° / / -// '// //' // " / / c ti \ \ - -, / I+ / /\ '- \ t ( / /� -I / / :� ° '�'p\ FUNCTIONING OF THE DRAINAGE SYSTEM. Q \ C6.8 \ �} \ \ 6 \ \ I r \ � r �, /i/� , / / // r / / \ J \ \ \ I / \ \ n \ 4 \W /// /, -- -" / r / / - .r y i Z p I \\\\ \ \ \ /) \ I I `^ � , - \ - / \ - \ , , / /, // / / r I, / / ° / °, w W 5. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND 1 C6.8 \ \ , I _ - - �1 - - \ / - <0 j '/ ///, % /\ / /r // . \ NON-ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE, O 1 \\ \ \\\ 1 - "Z' \ I- - / / /�� I, //� ) / , � / /// � END ' W_ \ \ \ / V 2 \, ) /\ t \J�\ � \, // /,// r , , 1�/ l /W UNK yW FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF0 Q \ F\ `�C \ \-zT \ \ - \- �s4� - / '/ � // //� / // -//// /W / t ! THE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES U \ k. ` \\\ \\,\ \ \\ - I N \% \ � - - , yK9L - ` ' / / '�/ ,i /// ' °. ,s° t r ° \ � r °, AND MEASURES. � / � \ TION ' 4 \ I I- _ /- ' \ `� _\ \ / / // ' / t '/ ( /� 6. SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY 1 C ' CONSTR�I ,\ \\ \\\ \ _ V / t \ / / r /// °. W �� ° °. /j O \ \\ \ \ 1 - - 1 V/_ - / 1 / - - -\ - r/ (///,j/ rr , / ( I I L _ ( STOCKPILED WITHIN THE CONSTRUCTION LIMITS PROTECTED BY Z \ I \\ ,\ LIMITS - 1\\\N\\�\ \ \ C6.8 \\\ \ j 7 - \ - \ t \\ \\ \\\\ \I`-\ �\\ \\\ ' \ \ ` - \ - \ _ /� ///, , // r / r /W y I - y - SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES. \ I ) \ \ \ \ \ �\ \ \ \\ \ \\-�L\ 1 \ \ / � - \ \ ^ EX \/ / /// / / i r w W v w v w� W` / _ 1 ti\ \ \ \ o \ \\ , \\ r \\\\\\\Z \\\ \\�\\\ \ A' `I \ / \ \ t, ✓ - / -,, / / / , / °. °. 'k \ W °. °. °. W- ;,,1 7. TREE PROTECTION INSPECTION SHALL BE COMPLETED PRIOR TO _U' \\\\ \ \\\ \ \ \\ \_ . \ ) \ INV=646.99 \ - / / / I, r -� \ \ co ) \ 1 ) \\ - \ I \\ \\\ \\\ , � \\- \ \ - � _ < 1 / ^\/ / / , / , / - \ / a 7 \ �� I ) \ \\ \\\\\\,\\ \ . , 1\ - I \ _ \v \ / y/ , i ° �* ° W W ° , INSTALLING EROSION CONTROL DEVICES. w 6 \ I \ \ \\)l\\ \ �\\ \ \\ 1\ \ m \ - � � I � Il- \ - // �� / i// / \ � , J -y � \ \ \ tom,\ \ \ \\\ \\\ \ �`� \\ \ - ' I , / \ - / I \� \ - ' '/ / ' ' / Ilk ° ° \ ° ° °` 8. ALL APPLICABLE E&S CONTROL MEASURES ARE TO BE PROPERLY Q V' 1 ) L \ \ I \l �� X \\ \ \\ \ \ �(\ - � - 11 r \ \ r '/ ' / / / v w w W w w °,\ v 1 N \\ t k, SEE SHEET C5.5 \_ \\\\\\� I � �\\\ \\\ \ \ \\\\ \� \ - I^ \ \ _ \ \ \ / / / // / \ \ \ \° ( _�\�\\ \ \, \\ \\\\\ \\\ \\\\ AL V� , � , / / \� , MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. UU \ \ \\\\\ t t L/N �• \ `\ \ 1 - , / , � 1 11 \\ � - �/ / - ' \W W W \ 9. PERMANENT GROUNDCOVER SHALL BE PROVIDED FOR ALL DISTURBED \ \\ r< fI \`` �\ \ \\ - \ ` - \ ; \ \\ \ \ q// / - i I\ IW \ AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR J N ~ \ \ PLAN VIEW 4 \ \\ I _ ~ ,� \ a r, l \ �s� \ \ \ \\-\ \ \\\ \\ \ ( ' - - \ W W W DAYS WHICHEVER IS SHORTER W \� ` \ - \\ l L \ \ _ \\ \\\ ) \\\ \\\ \ \ \-Ape - \I I I 1 z ./ \ \ I l / < ( ) / _ � .i \ 1 \ ( ) I_ \\\ J / -�� - ))� x \\\ \\ \,� \ / L \ - \ _ \ �` I ) / )\ % - -5 \ 10. PROVIDE 8-FT TALL CONSTRUCTION FENCING W/SCREEN AROUND ALL \\\\\ \ 0- - \\\ \ ° \ EX. POND \ -- - \ `\\ \\\\\ \\\ \ \\ \ 4\ I \ s � I f'.. \ / / - - - _ W w W U \��\\� \ \ \ � I L r_ \ \\ \\ \\\ \ �` ,\ \ \\ \ , \�\ � � \ 1�\ I / \ , - - ' ^ 1 \ /� I / // / \ (n \ UU \\\\ \ \ a` r- I \ \ \ \ \ \ \ \\ \\� \ � '9\�\\\ \\ \\\ \\ \ \ I _ \ \ 4t � _ /// _- \ \ W W w WORK AREAS AT ALL TIMES DURING THE ENTIRE DURATION OF rri \\ - \ I/ \ '* \ r J \ ` \\ \ \ \ \1 'Qj.\ \"`\ \`� \ \ \\ \ I I \ I 8 / 1 ' ' 1 \ °. -W L CONSTRUCTION. ANY PAVEMENT DAMAGED FROM TEMPORARY ~Lij U 5 / - \\\�\\ \\ \\ \ ) \\ \ I 1 ) \ - � z � \ \\\\\-\ `Nj tom_ \ \ \ \ ` \ v v 1 \ - \ \ \\ \\\ 'S'\\\\\\�\ \\��\\\�\\ t / / ! - - ' - - _ � `\ v \/c - : - t \ k WO W \\ \ ` \ \ \ / ' \ 1 \\\\ \ \.\ \\\\ \\ \ \ \\ \ ♦ r t \ ` \ \ \ \\ \ �� \ ° \ ° / - I - \* ) r \ - \�\\ \\ _ \� \\ \ \\ \ `\\ /r - - \ \ END UNK r 1 - I FENCING SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO \\\ \\ 5C �` ` - � (n - \\\ \ \ �\ \ I\\\� \\ ��\�\\\\ \\��\\\ �� - \ \ \ \J - ^ 1 \\ I t , _ _ 1 _ \ \ THE OWNER. W \\ \\ \ _ �s \ , ` \ \ \\ \\\ \\ \\� \v / \ \ \ \ - \ \ \ - �, 11. TOTAL DISTURBED AREA: 33.76 AC. U \\ \) \ \ \ 1 I /L\ \ \� \\ `a I \\ \\\\\ \ \\\ \�- \ � \ 4 - _-\� \ ) - F- ^ W \ C) \ 1 W \ \ \ \\ \ rn I\I Ili\\\\ \\ \ _0 \ > \ \ \ \ \\\\\ \I \ `\\ \ \ �,, \ \\\'� : \\ \ \ _ \ ` \ \ ^ EX. 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MAINTAIN ALL EXISTING EROSION &SEDIMENT CONTROL MEASURES W�.so l CHANNEL - I \ -v \ - �c \ , / ) / •/.fir \ /i / ) / / r/ 1 , I / r l l ) - - - _ _ -_ _ __ - _ � - \ - _ / 5 r r < / /r// //J/// i`i I / // PREVIOUSLY CONSTRUCTED AND ASSOCIATED WITH PHASE I. ADJUST J �(! ( - \ - / _ \ ) �y� 70 \ / I �/i/�/ - /// /r �I // / / - � /( //r >1111111111111111 i 1 �.IV, . \ -1 / �/it ) ` � 165J / / - - - - `\ �- \ \) I I \ / - ; / /� \ / // r ( /,r d 1 1 - \ \ I / / .� \ � \ , > / 0/// /, / /, I , //r I, / r / / / AS NEEDED. J / n /, / I100 \ / ) \/ z '' \ 1 /o \ / / r I11 ) /OF ,ir / , // / ' / / / , / 2. AS SITE IS PAVED AND BROUGHT UP TO FINAL GRADE, INSTALL THE O 5d� \ - ` - I 1 r 1 �/` f, r // / /�/ / // / / / \ / / /, / m rr/ /'i/ /,/i/ r/ /�i / / /i i-' 0 --------------- \ / l 0! \ I ` ' <1, ^ \ \ s12-� / ( \ / 5// ! !(, ,/ r /// / / / , / r, �/ / REMAINDER OF THE STORM DRAINAGE SYSTEM. INSTALL INLET AND _---- ---__ 1 - / 4/ \\ 6 - EX. WOODS - '\/ I \ \ I_ '�./irJi/./ ///// J//,// //// ) r - / / r, U \ / , �Ct/ ---,-� - - - - _ -- / / < F-{- rl ///1 ) tII 1 �N \ r r / , , // i / / ' ,1/ r / / / OUTLET PROTECTION DEVICES AT NEW STRUCTURES AS THEY ARE W / / / / / CONSTRUCTED. / __I I / / / --`�"- � 1 -- ,o , \ / L- S / / ,/// �/ // / ,- / 9 _ ' 1 3. INSTALL REMAINDER OF PAVING AND SITE FEATURES. LL. > 0 / -- l / / 0 - / / r / / ,-,-, �C ri / / // / � / // / - ( l l / / �� - - t , // //, /r/ /`` �/ / /r/ /' '`, ,e , ` / m // /, , / / 4. RESPREAD TOPSOIL INSTALL SLOP PROTECTION BLANKETS ON ANY �/\ 1 / - / �/ / h - / 1 / / I - C6.9 / �// r / / r/ // / r / / / / r l / / Z / ,' \ ___--- V / ,ro \ ,- ) I \ _ /�/�/i1 Q ! /i '%/i�i / r cdii / �_ / \ ) / / \--___ - / ' J / ' ! / / / l - _ \ �,/� / ,,_ ) v //// �, / / // , \ / / 3:1 SLOPES AND VEGETATE STEEP SLOPES AS THEY AREOct/ •� / I \ - ' , / /i�!% f j �'�/ /''/ , /� / )/ '/ i �r ESTABLISHED ON PLANS. (n EX. // / --\ l 5 648.98' l l /( -\ - \ -\ GQ !/ / 1 l i ( 'd,(I//"'� // / / // / // yr/r1`1 TREE / \ / / / ) \ \\ \ 6 \ \ \5 ( / r 5C / = ,--, /�� '�ryf , / ///° / I ,-- / / - - 5. VEGETATE ALL DISTURBED AREAS ACCORDING TO THE NPDES CHART. 0 (/� / / \ / 0 i , , ! y _ / r 1 �� i --//,: / / i// r, ) r " / '/ //� ) y �� 6. WHEN THE SITE IS STABILIZED, CONTACT NCDEQ AT 336 776-9800 v O / / O EX. / ,\�I I \ \�\ \ C6.8 \ / C6.8 ( ii / //ir//%�/iI / r I , �/ �/ L / \/ ' ( ) C LINE / / \\ l � / - -15'sz WETLANDS / / \ )\ 1 ti - / /)i/may ' r// '//�'/'i�/' i// ^C/�_ / / '/ �✓/ \ i AND TIMMONS GROUP AT(919)866-4503 FOR AN INSPECTION. 0 C / / \ l 0/ / / / \ i l 1 / I 1 \ 30' EROSION r /;%^// / , '' "/'i'"%i //,Q( / / / \ _�li - /// �// \ l / / \\ / �C / ' / / � / 5B / ��-"/'1 / - '/ �! p \ / - / >// / - / / h�' - - / 7. IF APPROVAL IS GRANTED BY NCDEQ AND TIMMONS GROUP, REMOVE p� Q Er / / \ l / / / EX. EPHEMERAL /' J / ,/ � CONTROL ) r, / - 41�/,'��/��-,- / \ / / (1 //� // / \ TEMPORARY SILT FENCING AND OTHER TEMPORARY SEDIMENTATION M U V / / \ l \� / CHANNEL l l \ / / C6.8 - '� �/ / / / / / / // / 1 \ V \ / , ! \/ BUFFER I l / /,// j//// //�r / / - ,/7 / / _ AND EROSION CONTROL MEASURES. r '.. \ / / / l ) / --�� -1 /r�i/ ' i // ', ' , I \ \ / I % 1 / / 1 I \ /- } �/i 4 / %//%i //// '/ '11,001/ /// ^( 8. DEWATER SKIMMER BASINS BY PUMPING WATER THROUGH SILT BAG r W I / \ % l 1 1/, '/- ^ - /// , �i, „/ /, / /,, n \ ' / / / ' ~ AS SHOWN ON PLANS. J " U Z C6.8 9. REMOVE SKIMMER BASINS AND ALL OTHER TEMPORARY EROSION I / \\ l / � 11 '1 /f I tl ,�/ 6 - / re'i�i/i ��'i //' / .d ' �//� / \ - _ / i Z / � _ 1 I / RR FES - /'- '/ /' / //// J'� - , ' /W \ I, / / O7 2 //s / / CONTROL MEASURES. CONVERT SKIMMER BASIN 1 TO WET POND. Q Q I / / / / /.Cj t I r ' - I / / / I, ` F10 C6.9 �/ , C ''� .. - -1 / / ► / r CC I / l l J C I l l " ' // ' , ' / ' p / / - _ 1 - ' \ // W\ / / ` /, \ 10. FINE GRADE AND PROVIDE ALL REMAINING IMPROVEMENTS. 4t CCn 1 / l l Q' / l / yi / / / / EX. INV=649.52 / / \ 11. SEED AND RE-SEED ALL BARE AREAS WITH PERMANENT SEEDING, '� r I / � 4 � _ _ I,/ , _ r 1 / l l �5 G l ! - I l / r , - ,X'/ / �// / ' 1, b - I -,/ / MULCH OR LANDSCAPING. O J / / / 0 I /J/ / 1 / ,' ro`O /� ��/� r C6.8_ /� ( .� , / r \ �� / / / G G / // l l e\ - / l r �/ �r ' �,; / / +/ I / \ / �5(,O. � r Cfl "00, 1,- , A\ -7 0. / / l / /�� l l / / 1 / f/ i i/�r ij '// ( / C6.8 �� /' / /�/ / ' / / I / / / ,/ //� / / / / 6 / PROJECT N0: 600646 / / l � 1 ! / -L /// �/ J/r /;_ / ,Cj C6.8 � / DATE: August 14,2023 / EX. l l / /, / r' /roil / / �, 6 / PP ` /r Z // / / j7f� RR FES l l // �tl j j // / // \ // /�^N � r^ � \ REVISIONS /0 " l l r �S / , /r / / \\ \� //)/11 ,0 / C6.9 F11 / - DATE DESCRIPTION �/ / / ' r�/� 1l 11 ( I I�/ /��/ \ J I 1 -I////////J�/c� ' �r '/I- �F I / r l/ / 1 / l // G - �/ -� 09/29/23 CMR VE ITEMS %�(! l l // r //11I// l - / y//�i' ////O � ,` 10/10/23 FINAL SCO , / ) i 1 ! l EX. WOODS / l l///��N / 6 6 , r\ VILLAGE MOBILE / / / / -�// / ,/ \ . //// ! , �, � I '� 11/20/23 ADD-03 / P ' / .I // //), C6.8 \ HOME PARK LLC /0.-/ I l /^ / J 'r , f r- \/ C )-/ / /�11/ irk//!( �� -^� � � I DB 3969 PG 386 12/08/23 NCDEQ& NCDOT / / / / I // / //\ \1` ///, , /,////'n ! PERMIT REVIEW / �C/ � I / / \ / // I l 1 /' o 11 PB 41 PG 192 Q/ l l \ //( lI1 / / \ O \ r / PIN. 8896777840 (FC-003) / / / / / / ) 1 / "r \ / / I �I( // I,11�/ti z d/ / / MARTIN MARIETTA MATERIALS INC 1 / / /r ! /r1�/ ��/ 11 /// ( 1 \ l l DB 4109 PG 687 / l /,, ,l//,, ), ,/J//l// I� - \ 1 / PB82PG452 / / / / _/ 1 )� i�r ///l/l� I /\ \ PIN: 8896695070 % �l o� I � ////�1)/l��i t J1 )l I ? /I )- v ZONING:M-2 APPROXIMATE ACREAGE- 99.7 / / III , 11 /r/l//�//I�l / A ,� / 5B / / � // r / j / - C6.8 ACRES / / / /)/////�,/), j/// / I / 1 1 `I v /�//i / I /l ! 'i I r 1 l l / / )/I1 II 1/// r / ! _ �f \ 1 f j' o \ // // / 1 !1)/();�;�I/1 / ( .1 00 EROSION & 2 - / / �/,I I / 1 / � 0 d � / / / I/ l l \_, EX. Q IIIIIIIIIIIIIIIIIIIIIIIIIIII LO / / � ��/ // EIP-) z SEDIMENT 0 / / 11 T CONTROL N w / / ) \ SCALE 1"=40' PLAN PHASE 11 N w EX / / / I \ / NOR N � STREAM / ' / \ �`�6'0 0 40' 80' N c 011 GENERAL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. ALL OFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITIES. 2. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL FC- AUTHORITIES OR ENGINEER. 003 3. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER WORK STOPPAGE EACH DAY. 4. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL o SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF OHP� // ,� SYSTEM SHALL BE PERFORMED AS NEEDED TO MAINTAIN PROPER N OSS R� _ -oHP / �! / ® I I Ir�' FUNCTIONING OF THE DRAINAGE SYSTEM. Z WR CONTROL PT#3(NAIL) 1752 - SANDY CR -EX. I 5. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND 0 NON-ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE, O GROUND COORDS SR 60,PUBLIC RIGHT OF WAY ` - V -� /i / FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF Q NAD 83-2011 T R/o 0- 10 PVC �C900 ' % THE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES " ASPHAL PP _ '- 10"V\/ U LANE EX. R/ _ IVER BUFFER \ \ \ NAVD88(GEOID 18) 2- 22 L W - - _ _ - _ _ - - " / 76 PG R/ � � - _ _ _ - � ' I AND MEASURES. �o2sa PB �,�_ - - - - - / z RCP \ �''"""\ "EX. 12"RCP\\ \\ \ SR 9752- SANDYCROSS RD N:869,514.4181 R/W - 10"\N _ _ _ - ' _= �k / vQ, I 6. SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY \ \ \ \ EX. 12 RCP / E:1,897,522.6636 W190- - - - _; `�- I O \ R/ 10"\N _ - _ __ _ _ - 1-� - o STOCKPILED WITHIN THE CONSTRUCTION LIMITS PROTECTED BY Z 37' ;�\'''" "\ \ 1; IN V=629.04's \ \ \\ INV=630.16' \ EX \ 60'PUBL IC RIGH�OF WAY _ -- - - / 0+4P- ao_ \ \ \ \ / ��8.64 R/W -650 _ _ '\ o I SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES. _ PP \ \ 2-LANE EX. ASPHALT '\ \ \ _ _ _ _ -�'- / _ _ \ - _ _ _ _ _ _ �PBJ6P \ _ \ \ 1-7 X_ -644 - -�or+P- O"� / R/ , r0k 8,PHVC (C900)_ _ _ -_- TOW t�- s= - ' � ' - - - �� 15"CMP L _ \ I I \ 7 NSTA. TREE LLRING EROSION CONTROL OL DEVICES OTECTION INSPECTION SHALL BE COMPLETED PRIOR TO w `--j 1 - c�xa--- -�aar�m- R W i - - - -I v vv - r o _- �- -_-_ - - _ - - - - _ ---- - _� G� _ PVC -_-642 -_ _ _ _ _ vw _ W "W'_ or_ _T`� = , ' _ - _ - - - _ _- -_ -_ -______ -_____ - �i _ _ \ \I I 8. ALL APPLICABLE E&S CONTROL MEASURES ARE TO BE PROPERLY Q -6 1 =t� r - �_ ' - - _ - - __ a=- - 10 :-L' ' ��_EOP- y�' l_ - - - _ _ _ ___ ________ _FCC-Ft8 R - - ' \ _!_�� 1 \ MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 1i IA/' T - � eT OPTIC�DX 1 9. PERMANENT GROUNDCOVER SHALL BE PROVIDED FOR ALL DISTURBED `� Uj C6.8 / �UG'T- - = _ _C6, E SPHALT_ _ __ - _ _ - - - - - - / R/W /r - _ _ _1 - / _ _ R N M RE THAN/ _ _G i r- �o T= � �T` _ / C5 - - T- _- - -_- - - - - - - - = - lNV=6 5 LANDS O O O 90 CALENDAR/ EX GE OF A -. )- � J� - -- y_ _ _ _ q TOP 652 60' EX C68 � --�------ --- �'�----- "�- --- ^' �'�� ^�� 'fig �`c x �..�..- .=� EOP- � - - � / \ � ��' lNV-649.6 A '� I 10 LL �50 6 ' CAPED � DAYS (WHICHEVER IS SHORTER). � O EOFg�kPHALT EX. lNV=644.51' �a8' LIM TS OF CONSTRUCTION M- - - - - _ _ - \ / _ 9' REA ICI . PROVIDE 8-FT TALL CONSTRUCTION FENCING W/SCREEN AROUND A U �- ° - _ - _ _-- u> - ��EX. lNV=648.41' _ _ W - EX U) - �� uF - - �� 1' _ - - _ - - - EX. BLOCK PP ® T J II I " WORK AREAS AT ALL TIMES DURING THE ENTIRE DURATION OF 6 7 _^ - - _ _ _ - _ _ _ - _ - - - - _ - - - - OC INV=650.14' OHP- o c CONSTRUCTION. ANY PAVEMENT DAMAGED FROM TEMPORARY LU w o U \ _ W_ _ - - RWALL ` FENCING SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO w o w / sr W R Wl W / W R/ EX. 12"RCP ) I I I I Cn o ~ R� / ' F. FANOUS Z I THE OWNER. �� DID 21 I f / EX. I I m I+ 1 11. TOTAL DISTURBED AREA: 33.76 AC. F- 00 U 62 1 DD 21 C6.8 \ \ \ i \ `�` "� C6.8 \ < I �` ` I I GROUP, INC I m w rn 1 J _ TP _ \f \ \ \ \ \ LAWN / C6.8 C6.9 \ - ( I PP DB 3445 PG 594 I � �� ?< %C6.8 , C6.9 \ - y \\\\ \ E , \ _ F G (2)\ I � Q, I w \ \ - \ \ TP - OI`T W \W F / P/N:8896890413 I II' KEY NOTES w / w` W W G v w v`` �F F S ` \ \\ 1 \ I I III�' _ m i Z Z / g3i / L_ IT \ E - - �� \ f sc I 1 s'11 _ = o \ TOP=652.92' i ; O w _ _ 1 = O L , - L 6 GAF I - -1\ - / o `I JOHN D. BRUNER 4"PVC INV(W)=651.82'(END UNK) I I Ill C6.8 CHECK DAM ` > `" DB 414 PG 903 12"CMP lNV(E)=651.66'(END UNK) C6.8 \� 1 �/ TREE LINE \\ - )l FT BUILDING SETBACK -Y, C6.8 / ♦ l \ - J r I II , ;; �; GRAVEL CONSTRUCTION ENTRANCE / W\ \� \ \\ d \ \ I�QX \\ 1\ \� ( -644 \ \I ♦\" SFj/AF _ \\ 40 1 � PIN:8896798424 EX. WOODSHED � ;; I C6.8 `) 5C 6.6 POSSIBLE ,I{ �� rssioi •• I I I N Ti �gar4rrrr e ENCROACHMENT A ` ( C6.8 15 RCP END UNK I II 1c4 A •, EX. \, W / \\ \ \� \ ^^ \ _ " \ _ , ♦ J \ / / lllll� I I �� I TEMPORARY CHANNEL LINING �•` g. POND / ) ti ` \' \ \ \ \ \ S'FjT F I \ (POSSIBLE JB NEAR DI) EXCELSIOR •`` ��'' _ Cf) /� \\ 2r� _ \ ` �- \\ \ ^ \ \ �- ► \ ` \ ` I ^ - - ` \ \ \ / - CONIC HEADWALL �` I_ \, \ l ` \\ \ \\ t \ v\ , , \ \ -� / L I/ 15"RCP lNV=651.49' \ I I I I ROLLED EROSION CONTROL /T \ ♦SF/AF '�/�j - _ I 1 �� ; _ , - / PRODUCT w 05576' e S'p� / EX ` E I°w I W W % W \� 4 30' EROSION ` ►/ ` \ - \ �' I BENT E/R LOCATED S 83 075 �' ` LP pp I� TEMPORARY SILT FENCE % �. I \ \ Al \ \' 1 \ 'pNs ♦ ' �!\ / \ / / N 4401528"E 4.05'OF IPS /9 EJ246.22�f I I C6.8 '°.,9'A '' G(Nt�%-`•Q��• � I �^ CONTROL \ I \ \ T� \ / rQ Z . I \ 1 � � / \ \ fiL, ♦SF/T EX. DECK/STEPS � L OD _ �QD I I � , °°,, �rT � .• / I \ 1 " 5B TEMPORARY COMBINATION TREE SF/TPF °�F6°�fip+lefye�►s��,a W Q \\ \ w I BUFFER '\ \ , \ / 1 \ I t Tip \ EX. A/ dl _ dl dl �1� \ I I \ \ I \\ ` 1 \ \\ 1 t �\ )\ TANK EX. DECK/STEPS / ,/ Oa ° - F PP I I W J ` I I\ \ \ ` , / ^\ \ \ \ ♦ Sc / F ` \ 1 / EX. WOOD EX. SHED / - \ N 45638 / / ✓ / J / I i i I C6.8 PROTECTION&SILT FENCE \ Jz \ \ ` ♦�A �1 l F _ I III I 5C W I W W [ I \ \ 1\ \ \ TPll SF/TPF F/TPF SF/TPF I ;/ Ill TEMPORARY TREE PROTECTION FENCE TP / I \ \ 5.7'POSSIBLE / / \ - III C6.8 � � / � LOD \ I / LOD L a I ODIII a ) � J � \ < I I i iI lI 6 ENCROACHMENT / / y � / � � �\ � 1\ \ \ 1 p ► \ 3 23'POSSIBLE ' l I \ /� I III III REINFORCED SILT FENCE OUTLET •••• r 1 \ \ \^ \ \ \ )\ 1 ♦ \ FZ• \ / �� / 1 l 1 - SSMH \ ' iil1 C6.8 �• %0 �,, ` \ 1 \ \ \ \ ( 300 ✓ ENCROACHMENT / / ADDITIONAL LIMITS OF IIII I PROTECTION \s EX �, 1 \ 1 ) \ \ \ \ / \ \ \ \ : - EX. METAL _ - / w J / / TOP=653.51' ZI ';II I ` - ; - ► \ \ \ [ / TIMMONS GROUP WETLANDS l � ` � \ s I 1 / DISTURBANCE BY �I III III �) \ / \ \ \ \ \ \ \ 1 I / \ \ , ♦F C5`CS` \ < 1 EX. lNV q I COIR MESH BAFFLES `\ � /' CARPORT � / / Z C6.8 �� ` 1 L y TREE LINE '� / / \ r I / / / I I OTHERS (0.3-AC) OUT=648.57' I Q I ; 1�{I YOUR VISION ACHIEVED THROUGH OURS. • \ v� / / I I I VIRGINIA NORTH CAROLINA EX POND / ki W *1 \ I 1 / I \. 11 \\ ( ` \ / 1 \� l ) 1 \ I / 6 \ \, ` \ / _ / ��t<Q� (/ / / / ,) \ l �� / /) I I � I i i ii I I 8 / / THIS DRAWING PREPARED AT THE , / I I / I , „I, TEMPORARY EXCAVATED PIPE INLET RALEIGH OFFICE r^ I \ S'F� °o I ; I�II C6.8 �� y \` � / \ / ` \ ` � � l � C6.8 `1 ♦ A'c \ \/ 1 / / \ / I \ 1 I I I� it ii, PROTECTION 5410 Trinity Road,Suite 102 \ \ I � I iI III 1 TEIL1919 866.4951 1 / I \ I W Ili II II W W \ a \r -� ` \ \ I \ \ / \ > ` \ \ ` PLAN VIEW 3 )� \ \ \ 5c / / \ I 1 I I II � � � / � ► TEMPORARY DIVERSION DITCH � FAX 919.859.5663 ` \ W W / W f \ \ `\ \ \ r 1 e \ \ \ \ , / ) / / I Z I II uI ; C6.9 www.timmons.com ( \ 1 \EX. WOODS \ ( / ) 5B \ SF/ C6'8 _ / / / J r l ' J\ \ / / / O I I I i ii I I North Carolina License No.C-1652 �'1 / EX. \� � \ \ I \ � � T I / / 1\ / \ \ I I� I I 4 \ \ \ > \ > I \ I 1 C6.8 / F / SF ' / ► v u I ' �� ' 2 SEE SHEET C5.1 ) �' W \ WETLANDS \ �� I -` \ 6'1 \ < 1 1 - / / / / �` E/�• (n j ��I Site Development Residential lInfrastructurelTechnology \ \ / ` �\ O / 1 III TEMPORARY SKINNER BASIN 1 ` \ \ \ \ \ _ ` . . . \. ,✓ � \ \ ` � 1 \ � 1 ) I I �Q O / / I l / / � PP z i I \ / l 5'f \ I N C6.9 sossz-33s `� \ \ \ o - / / SILT FENCE &TREE \ \ I I - W •Y W •Y •Y W •Y 1 / / // I I II \ \ \ \ \ \ 1 \ \ ) PROTECTION ' I _ I / 1 / _ / N I i I I I I 3 II TEMPORARY SLOPE DRAIN 42 \l \ I 1 \ I J r \ 1 FENCE BY OTHERS \ l 3? 1 PLAN VIEW 4 4 C6.9 INLET PROTECTION �r C6.9 TEMPORARY WATTLE 0 1961- I 6 ° / ° ° - - - \_- RIPRAP OUTLET PROTECTION a ° ° 598 - - - -�I I, / Off, ' oti / I I 1 / `o C6.9 O O ° - -' ' CONCRETE WASHOUT AREA ° / 0 ° o 601 '/ `<� - - - - - - - \�;�//1 � 1 1 I \\ III II L 6" II \ B RAIN GAUGE AND PERMIT RECORDS BOX U o / 00 / 00° ' / / / � � ' � � � � ' � / � / ' /6t1J/ � _ - -\ \ \\ y/ilk /(01p / / / 6�' f� 4 UQ 3' / / _ \ al C6.8 Q- I LIMITS OF CONSTRUCTION 0 0 / 0 0 0 0 / // / _ _ - 60 / / // / I / \ \ r C6.8 ° °° 33.848 AC / ti _ / /{� \ ��` t /' 05 \ \ .'C"�y I ti ` I1I<v I I CL CREEK DIGITIZED FOR VISUAL 0 0 / \ / 0 1,474,419 SO FT / 6 \ \ \ 101 I I PROPOSED STORM SEWER PIPES PURPOSED ONLY DIGITIZED FROM o 0 MARTIN MAR/ETTA MATERIALS INC / / ' / / / ' / ' ` \ V \ \ sob N NCONEMAP ORTHO 0 ° � ° / ' / / . INTERMITTENT _ G51 o DB 865 PG 779 / STREAM / \\ \ PROPOSED ROOF DRAIN PIPING RD CREEK SURVEYED AT THE ° ° o / ,cj PB 82 PG 453 � / / / / � /V \\ \\\�`\� ` l ;�__ RR FES 6 1 I I I � No BOUNDARY CROSSINGS. 0 0 �0 o PIN: 8896576322 ' / ' / / ' /60$ / \\\ \ \,,�� 0400 C6.9 Z CV 0 / ZONING:M-2 / ' ' / ' / i-V1p, \ ��/' �\, I 17 0 0 0 ° / / / 601 / / / \ - \\ �` X `� 0400 X/ I I SKIMMER BASIN DRAINAGE AREA - - - - - - 0 0 O o / / / / / \\ _ IPRAP �k III CV 0 ° o o ° ° o o / 0 // � / � / / / / -� - - - \ � � 601 - 11 1111 0 0 0 0 0 O O O O O / \ i - 429 0 0 ° ° 0 0 0 0 0 0 ° ° 0 o cph / / / / / 1/ / \�\\` \` _ I I EXISTING CONTOUR Z V 0 / \ 50 HAW RIVER I/ O ° o 00 0 / / ' / / / / / /6 / - - - - 'c- - -612 \ \\� �` - 0 0 0 , i BUFFER I N 0 0 0 0 EX. WOODS - _ _` \ \ �� E I --)��.F--��,, / I FINISHED CONTOUR 0 00 0 0 ° /1 / o I I I / / / / / - - - � \ \ � 6 // v`p�\ II Z 0000 °0 0 // 1 0o I 1 1 / / / � / / - - _ '` =� _ t _ \ Jn I C6J 1/III / Pam ` 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 I I I I 1 1 r / / / _ - '/ / _ \ \\ \ J/f/ I / l \ O 0 0 0 0 o DUST CONTROL D 0 \ i \ / �p� 1 / ° o I I I I I I I / // / ' _613' � I ` 6'7S� � \ ` f / I Il I V ° _ \ / o�2 1 0 I I / , - / _ / _ )I CONSTRUCTION SEQUENCE - PH II ♦♦W^^ Z ° ° ° ° \ \ \ 1 I 11 I I I // // \\ / / / ^ Lri - ' �' /CV) // /\\ >/ 1. MAINTAIN ALL EXISTING EROSION &SEDIMENT CONTROL MEASURES W v 00 - - / i \ 1 0 0 100-YR \ \ \ 1 1 I 1 I \ _ U _ \ t I PREVIOUSLY CONSTRUCTED AND ASSOCIATED WITH PHASE I. ADJUST J -p nZ 1 ° o FLOODPLAIN rn \ \ \ \ 1 1 1 ( \ I \ s l ° \ 7 ° ° t \ \ \ \ \ \ I / W \ ` _�� I _ - I I AS NEEDED. J 0 i \ , / /', / Z 0 0 \ o \ \ \ s ` _ / W W / ` I - 0 I I 2. AS SITE IS PAVED AND BROUGHT UP TO FINAL GRADE, INSTALL THE 1llllll=m= O ° , / W W 1 / \W �� ° \ \ \ \ \ \ \ \ \ \ \ I \ / \ \ i I \ REMAINDER OF THE STORM DRAINAGE SYSTEM. INSTALL INLET AND / f� ��` `� ' / 5 0 0 , _ _ \� \\ \ ) ` \ \ \ 1 1 \ \ \ \\ \ `\ \ \ I Q W r/ \ � / N ^ ►�� ` OUTLET PROTECTION DEVICES AT NEW STRUCTURES AS THEY ARE 0 ' ° 50' HAW RIVER 1 I / / / / °/ / / _ _ - - _ \ \\ \ / / \ o \ \ \ \ \ \ \ \ \ \ I _3 Lul �� 1 / \11 CONSTRUCTED. L ' \ I �� ' / 0 9� ' / / / _ _ - \ \ \ �� ,\\ / \ \ \ \ \ \ \ \ ^ \ \ \ \ 1 d�I / / \+ I 3. INSTALL REMAINDER OF PAVING AND SITE FEATURES. BUFFER / \ - - - - 1 / \` \� i \ L � � � / ' /�/ � ' � 5g5 / ' ' � ' i \ ` \\� / ` \ \ \ \ \ \ \ N, \ \/ \ \ I O I I _ ° / \ \ �\ \ \ \ 60 \ \ `� \ 4. RESPREAD TOPSOIL INSTALL SLOP PROTECTION BLANKETS ON ANY /° // � / ' - - - - - - I I ` III IZ / 0 ° ;//. ► \ \�_ Wi ` - - _ 8�' / / '6 / i� / ' / \ ` o \ ` \ \ I I I \ I I 3:1 SLOPES AND VEGETATE STEEP SLOPES AS THEY ARE Z o / / / / 6- / \ \ \ `� 1 \ ` 6, ► I \N I I a c\, ESTABLISHED ON PLANS. Cn 1 / 00 /0 / / , / / / 5 - - - _ \ \ \ \ \ I M \ \ \ \ \ \ \ \ ► 1 / I )1 ( 5. VEGETATE ALL DISTURBED AREAS ACCORDING TO THE NPDES CHART. EE j / / \\ / \ � .589 / / 603 \ \ ` � `� I 1 ) \ \ \ \ \ \ \ I ' � - - / l fn ( I 0 fi \ cJGR/ 6$5 / ; \ 50' HAW RIVER \\ \ 1�\ o ' ' ,� / / / ' / ' 00. .6�` ` \ ` \ 6�0 ` \ \ \\`\ 1 1 1 \ \ \ \ ^so ` \ 6 \ `\ \ \ \ I I \\\ 6. WHEN THE SITE IS STABILIZED, CONTACT NCDEO AT(336)776-9800 r CC BUFFER \\ \ 01 \ / ° / / / , / / ' ' /6 / _ _ _ _ _ ` \ \``\� 1 1 \ ` o, '' ` \ I / ` \ \ \I AND TIMMONS GROUP AT(919)866-4503 FOR AN INSPECTION. 0 C C- �_ \\ \ ho / � 0/ ' / , �' , ' / ^ . \ \ \ \ \ ^ "�i 1 1 1 \ ��s ` \ \ �s \ \ I / I / \ 7. IF APPROVAL IS GRANTED BY NCDEQ AND TIMMONS GROUP, REMOVE Q o / l / \ \ \ I / 1 / \ \ C& 0 o o I o 30 OSION / / \ \ 6 I 6 RR FES 1 I \ ` ` \ \ \ I J 1� J 1\1\ TEMPORARY SILT FENCING AND OTHER TEMPORARY SEDIMENTATION V V 3 - - 1 6 RR FES / / / 1 \ 6 , I 1 DD 2' 1 , .58� 3 1 DD 4, 1 OL 1 TREE LINE 1 1 DD 6 1 3 1 , _ - 3 1 PDD 8 1 C6.9 F3 1 PDD 10 1 \ 1 I I \ AND EROSION CONTROL MEASURES. C> r >- ' C6.9 C6.g C6 9 C6.8 C6.9 F1 / C6.8 I I TREE LINE 1 � I 6 ` \. � \ � C6.8 C6.8 F b C6.8 R / h" / C6.8 C6.9 C6.8 C6.8 / C6.8 - C6.8 '6.9 C6.8 \' \ / I C6.8 ' C6.8 C6.9 C6.8 1 \ N W o / / / _ \ \ \ \\ , / I I ► C6.8 Q c0 1 8. DEWATER SKIMMER BASINS BY PUMPING WATER THROUGH SILT BAG r / AS SHOWN ON PLANS. -' CN V Z _ /_ _��, \ 1 9. REMOVE SKIMMER BASINS AND ALL OTHER TEMPORARY EROSION Z 6 ' SF/T SF/TPF S PF /TP F/T SP/TPF S PF /TPF F/TPF Sg/TPF _ PF SF SF�RF _ /SF/TPF SF/TPF FNTPF _ _ _ F I PDD 1 \ CONTROL MEASURES. CONVERT SKIMMER BASIN 1 TO WET POND. M Q �P� i 2 U \ \ v 01 6_ 1 C6.9 _ C6' 10. FINE GRADE AND PROVIDE ALL REMAINING IMPROVEMENTS. W CQ Cn C6.8 0 0 / / ��i o o �' h ^\ - - �- 11. SEED AND RE-SEED ALL BARE AREAS WITH PERMANENT SEEDING, C X X � � X �O X X � X / / \ - C� ✓ I� � 9°5 5B CK N .I o MULCH OR LANDSCAPING. O C� 106. C6.8 2 5 - V J Cfl 0 ^ \ _ _ _ \ U) Q CV I ► 1 I I I I / / �� _ _ - \ \ \ _ SFITPFF � / _ ^ P� T}I' TP TP TP \TP / ^ �.�`` r /= LIMITS OF C_ON_STRUCTION _ 1 IMITS OF CONSTRUCTION N / / g / / / 56 1 g \ 1 _ _ _ _ 56 5C 1 DD 9 1 - PROJECT NO: 600646 o / / / / / 3 1 3 1 1 � / / 1 3 1 1 3 1 1 / \I � - - 1 620"=== 3 0 / 1 DD 1 DD 3 8 1 / / / / / DD 5 DD 7 v 5C C6 8 C6.8 _ DATE: August 14,2023 C6.8 C6.8 C6.8 I C6.8 C6.8 C6.9 C6.8 \ 9 o C6.8 C6.9 30 ERO C6.8 C6.9 C6.8 C6.8 C6.8 C6.9 C6.8 C6.8 C6.9 , C6.8 C6.8 �� C6.8 o I C6.8 \ C6.8 REVISIONS o C6.8 CONTR C6.8 C6.8 TREE LINE _ 1 0 X. LINEAR 0 BUFFER I WETLAND `/ �♦ 1 l DATE DESCRIPTION ° L _ _ _ 1 / / 1 09/29/23 CMR VE ITEMS RALPH ELMO - - _I MARTIN MARIETTA MATERIALS INC 10/10/23 FINAL SCO 11/20/23 ADD-03 DB 865 PG 779 12/08/23 NCDEQ& NCDOT FAULKNER, JR., DEED DESC.'DB 408 PG 768 KATHRYN FAULKNER PB 82 PG 453 PERMIT REVIEW OLIVER,AND PIN. 8896576313 (FC-003) KICKY EUGENE FAULKNER DB 3148 PG 458 PB 82 PG 73 PIN:8896483321 PLAN VIEW 5 Co Co EROSION & z L, SEDIMENT LO CONTROL N SCALE 1"=40' PLAN PHASE 11 N N 0 40' 80' N C/) CONCRETE PAVEMENT SLAB MIN d ° ° ° ° d d d ° d ° d ° ° M ° d ° ° ° ° 9 D COMPACTION NOTES: a C SIDE c d FLARE SUBGRADE AND ABC STONE EXPANSION JOIINT `Y' DETECTABLE 1. COMPACT TO MAXIMUM DRY DENSITY PER ASTM D698 STANDARD PROCTOR 1/4"PER FT CROSS SLOPE ABC AGGREGATE BASE DETECTABLE WARNING WARNING AND WITHIN 3% MAXIMUM MOISTURE CONTENT. d° ° RIGID OBJECT C\I A DOMES A e DOMES B 2. COMPACT SUBGRADE SOIL TO 95% ° d ° dd ° ° ° d ° ° Q Z 3. COMPACT ABC STONE TO 100%. _° _° ° d 12" 6" J 00 00 2i o0 4. REFER TO SPECIFICATION SECTION 31 10 00 FOR ADDITIONAL INFORMATION. o 14 N STONE ABC BC SUBGRADE O C C COMPACTED SUBGRADE DO 00 �O Q o° O� O� U TRANSITION ASPHALT TYPICAL THICKENED EDGE LANDING( N 1. COMPACT ASPHALT TO 92% MAXIMUM SPECIFIC GRAVITY. / / M��fi��sl�clRa�E SIDE FLARE PER IN 2. REFER TO SPECIFICATION SECTION 32 12 16 FOR ADDITIONAL INFORMATION. 10%SLOPE OR CURB& TYPICAL SECTION Z 2 LESS WHEN GUTTE D SLOPE) NTS U SIDEWALK c CURB& 1/4" 1/4" WIDE x 2" DEEP INTERSECTION GUTTER D #4 REBAR WHEEL STOP 2 JOINT W/ 1/8" RADII w PERPENDICULAR TERMINAL RAMP DIRECTIONAL RAMP PARALLEL RAMP SEE SITE PLAN 6 w 1/4"PER FT CROSS SLOPE ° ° T ° ° Cp 6'-0" RAMP (1:12 MAX.) RAMP WIDTH AREA 2 3 4 (SEE GRADING PLAN) 6" 8 ° w d ° ° cV 4'-0" 24" 30" IP KEYNOTE d° a a d ° d ° 1/4"PER FT CROSS ~ C6.0 C6.0 C6.0 ° SLOPE TYPICAL CONTROL JOINT IS VARIABLE � d ° = o 0 0 0 0 o TACK COAT PATTERN ° U ° ° ° ° r ° ° (SEE GRADING PLAN) �� co 6 • O O O O O O UU 0.45 R - 1/4 WIDE x 2 DEEP F (� v 4-IN STONE ABC SUBGRADE JOINT W/ 1/8 RADII. o • z OO OO OO Qo po o BETWEEN HEAVY DUTY LIGHT DUTY ° d d LIFTS CLASSIFICATION GRAVEL 1/4" SEAL WITH • w 0.02"R ASPHALT ASPHALT CO DETECTABLE WARNING -• J O O O O O \�j\�j\�j\�j\�j\ d EX.ASPHALT PAVEMENT JOINT PAVEMENT CAULK TO U DOMES SECTION AA o TYPE S-9.5B (2018) 00 2" - 3" (2,1.5" LIFTS) COMPACTED SUBGRADE �\ 1/8" BELOW H cv Qo Qo Qo Qo Qo Qo SURFACE COURSE PROVIDETHICKEDEDGE 2" W� 1 0 T_ < ADJACENT TO ASPHALT PAVEMENT ELEV w 6'-0" RAMP (1:12 MAX.) ( ) 4" - - w J TYPE I- B 1 PAVEMENT SURFACE COURSE 6„ "' d ° M ° d ° ° °° Z Z � 4'-0" 24" VARIES 30" ° ° ° ° d PRIME COAT ON TYPICAL MONOLITHIC SIDEWALK EDGE ABUTTING ASPHALT ° d 0 .,• • 1/4"PER FT 0.9" 0.4" 2.35" 0.20" NCDOT CABC STONE 8" 8" 6" NTS • � � �� STONE DOWEL ROD. 18 #5 SMOOTH BAR -� ASPHALT AREAS GREASED BOTH SIDES. • * ' • ' •' ' •d • O'• °' ONLY) 1/2"WIDE FULL-DEPTH JOINT FILLER TO 1l4"WIDE x 1"DEEP " DETECTABLE WARNING N • JOINT W/1/8"RADII 1/4"FROM GROOVED JOINT TYPICAL CONSTRUCTION JOINT SECTION 8-8 PRECAST CLASS B ( ) a��Q• DOMES „ „ ••� - - - GEOGRID IF NECESSARY SURFACE SIDEWALK W/1/8"RADII "�%,0�% A/Q °j•.,,� CONCRETE PAVERS ° ° 1/2" as"4 V �.y'•. o COMPACTED SUBGRADE E!C::1 ° d JOINT 10/o SLOPE CURB 6:1 RAMPED SIDEWALK TRANSITION RAMP SIDE FLARE ° °d° d INSERT FABRIC JOINT FULL 24" 5'-0" 24" DETECTABLE WARNING DOMES d DEPTH FILLER FULL DEPTH � r 055780 TYPICAL EXPANSION JOINT TYPICAL CONTROL JOINT 7 d d ° ° d ° ° 9'A(�'' GfNS.'•••' NOTES: NTS NTS ° ° d a d° ° ° '1�';r^'°° l o 0 0 0 0 0 0 0 0 0 0 0 0 1. THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF PAVEMENT ° aE°°afao+fefacrta�'°�� TO STABILIZE THE SITE DURING CONSTRUCTION AT NO ADDITIONAL COST. THE GENERAL NOTES: DETECTABLE SECTION C-C CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ADEQUATE THICKNESS 1. PROVIDE GROOVE CONTROL JOINT 1-IN DEEP WITH 1/8-IN RADII IN SIDEWALK AT 5' TYPICAL EXPANSION WARNING DOMES REQUIRED FOR INTERMEDIATE PAVING. INCREASES IN THE DESIGN PAVEMENT INTERVALS UNLESS INDICATED OTHERWISE. JOINT U-0" RAMP (1:12 MAX.) 5'-0" LANDING (MIN) U-0" RAMP (1:12 MAX.) SECTION TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED AT NO 2. PROVIDE 1/2-IN EXPANSION JOINT AT 50' INTERVALS. ADDITIONAL COST. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT DURING ALL 3. PROVIDE 1/2-IN EXPANSION JOINT WHERE THE SIDEWALK ABUTS ANY RIGID 00000%0 • •• ''• • STRUCTURE. ' f S SECTION D D PHASES OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL DEFECTS OR DAMAGE. 4. SEE SPECIFICATIONS FOR ADDITIONAL JOINT SPACING REQUIREMENTS. TI M M O N$ GROUP 5 ALL CONCRETE SHALL BE 3,000 P.S.I.WITH BROOM FINISH NOTES: YOUR vlsloN ACHIEVED THROUGH OURS. . . NOTES: 3. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN QC TESTING, PROOF ROLL, AND1. ALL CONCRETE PAVEMENT SHALL HAVE A 28-DAY VIRGINIA I NORTH CAROLINA REQUIREMENTS NOTED IN SPECIFICATIONS. 6. ALL SIDEWALKS SHALL HAVE 2%OR LESS CROSS SLOPE. CONCRETE PAVEMENT DIMENSIONS COMPRESSIVE STRENGTH OF 4,000 PSI MIN. (ASTM C39). THIS DRAWING PREPARED AT THE 1. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 1"/1'(1:12)IN RELATIONSHIP TO THE GRADE OF THE 2. CONTROL JOINTS SHALL BE SPACED AT 10' O.C.E.W. RALEIGH OFFICE STREET.WHERE SIDEWALK INTERSECTS RAMP PERPEDICULAR, SIDE FLARES SHALL BE LESS THAN 10%SLOPE. 4. OWNER WILL ACQUIRE 3RD PARTY QC TESTING SERVICES FOR SOILS AND PAVEMENTS. 7. ALL SIDEWALKS SHALL HAVE 5%OR LESS LONGITUDINAL SLOPE. CONC SLAB THICKNESS = 7" 5410 Trinity Road,Suite 102 27607 5. REFER TO SPECIFICATION SECTION 32 12 16& 31 10 00 FOR ADDITIONAL INFORMATION. CABC THICKNESS = 6" MAX. OR AS INDICATED ON THE PLAN. Raleigh,NC TEL 919.8 .4951 2. IN NO CASE SHALL THE WIDTH OF THE ACCESS RAMP BE LESS THAN 48"(4'-0") REINFORCEMENT 6x6 - W2.9xW2.9 3. EXPANSION JOINTS SHALL BE SPACED AT 30' O.C.E.W.= FAX 919.859.5663663 3. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL WIDTH OF THE RAMP FLOOR AS SHOWN. MAX. OR AS INDICATED ON THE PLAN AND WHERE www.timmons.com DOWEL RODS = 18" #5 SMOOTH BARS CONCRETE PAVEMENT ABUTS ANY RIGID OBJECT. North Carolina License No.C-1652 4. FLARES MAY BE SLOPED GREATER THAN 10%WHEN A SIDEWALK IS NOT INTERSECTING PERPENDICULAR WITH GREASED BOTH SIDES 4. INSTALL THICKENED EDGES ALONG ALL EDGES/SIDES Site Development lResidential lInfrastrudurelTechnology sossz-33s RAMP OF CONCRETE PAVEMENT. 5. O.C.E.W. REFERS TO "ON CENTER EACH WAY". 6. CAULK ALL EXPANSION JOINTS WITH SELF LEVELING COMPOUND. Uj 1O ACCESSIBLE CURB RAMPS N.T.S. 2 3 4O ASPHALT & GRAVEL PAVEMENTS N.T.S. 5O STANDARD DUTY CONCRETE N.T.S. 60 HEAVY DUTY CONCRETE PAVEMENT N.T.S. A-3 Uj V CAULK 3/8" DEPTH RECESSED 1/8" BELOW 1/2" GROUT 1` TOP OF PAVEMENT JOINT � r FULL GUTTER FLOWLINE 8-3/4" DEPTH PRECAST CONCRETE WHEEL STOP (V / ALUMINUM BALL d° d ° ' d 6"CURB REVEAL 5" 2-7/16" PAVING � U \ /ALUMINUM REVOLVING TRUCK ° / � 12" ° ° ° BALL ° ° ° 4 d° , 0 0 (b 0 0 Z 1 6" BELOW GRADE d ° d ° O0 o o�0 8 �oo� 80 REVOLVING STOPPERS BEAD � ° INSERT FABRIC JOINT d ° d ° ° ° d ° ° d FILLER TO 1" PAST BOTTOM 3/4"x 10"GALVANIZED TRUCK \ / d ° ° OF CURB (7"TOTAL) STEEL ANCHOR RODS CD \ ` /STAINLESS CONTRACTION JOINT (PROFILE) W Z J FLAG ARRANGEMENT INSERT FABRIC JOINT AND QUICK LINKS STEEL FILLER& CAULK JOINT (REQ'D FOR SWIVEL OINT SECTION AIRCRAFT CABLE) FLAG GUTTER FLOWLINE FULL >1111111110 J SNAPS DEPTH O DOUBLE RED STRIPE / ° d ° 8 1/2 INLAYED INTO HDPE d ° ° POST SLEEVE // INTERNAL HALYARD ° CURB' d d ° 6"TOP OF CURB LU U Q (STAINLESS STEEL 24 d ° ° ° ° d d° ° 25'-0" i AIRCRAFT CABLE) ° d ° BUTTER PAN. °YELLOW HDPE BOLLARD 1 / POLE \ ° ° d ° ° 18"GUTTER PAN POST SLEEVE OVER 6" / (FOR US / WINCH ASSEMBLY ° - Z ° d ° JOINT FILLE9R SCH-40 STEEL PIPE RETAINER RING \ 1-1/ FLAG) / )i ° d ° CAULK a C PAINTED WITH PRIMER& \ 20 0 CRANK HANDLE REMOVABLE ° m CC Cn FILLED WITH CONCRETE. 1/2" EXPANSION JOINT (FORLNC 1� CONTRACTION JOINT (PLAN) O C PAVING W/JOINT FILLER& NEOPRENE OR / BOTH SIDES CAULK VINYL COVERED / s 1/2" 6'-0"FLAG) / INTERNAL ACCESS PORT PROVIDE COUNTERWEIGHT WITH LOCKABLE COVER FINISH GRADE STANDARD OR V U SEAMLESS TAPERED ONE PIECE CLEAR (REFER TO PLAN) NOTES: r / (EXPOSED SURFACES 6" 18" REVERSE PITCH � � W �\ �\ ANCHOR PIPE IN ANODIZED ALUMINUM FLAGPOLE FINISHED TO MATCH POLE) ~~ PER GRADING PLAN 1. LOCATE CONTRACTION N U Z COMPACTED d d CONC. FOOTING - WITH INTERNAL HALYARD. 1 ______ ___ ____ R=1" JOINTS 10' MAXIMUM / (3,000 PSI) o FLASH COLLAR(SAME MATERIAL ° APART IN CURB& Z Q SUBGRADE \ ° \� CROWN GRADE BOTH SIDES ` / AND FINISH AS POLE) d ° TOP OF % ° °° NOTE: (REFER TO PLAN) °4 1 6" ASPHALT GUTTER Q Cn \ 1. INSTALL FLAGPOLE FOOTING BELOW GRADE CAULK/ SEALANT ° __ 2. INSERT FIBERBOARD ISOMETRIC im \ ° \\ ACCORDING TO MANUFACTURERS PAVEMENT ABOVE TOP OF FOUNDATION 12 ` ° STRIPS INTO EACH = Q Q d RECOMMENDATIONS. .`/\\j\\j\\j a d ° CONTRACTION JOINT AND U J HORIZONTAL REBAR REINFORCEMENTS /�\\/�\\/�\\� . ° . ° TOP WITH CAULK 2. DIMENSIONS, MATERIALS, AND FABRICATION OF THE CONCRETE FOUNDATION 3 000-PSI MIN �/ // // U Q N I FOLLOWING FOOTING COMPONENTS SHALL BE \/\\/\\/\\� F SPACE ACCORDING TO MANUFACTURER'S REQUIREMENTS: 'd COATED GROUND SLEEVE d ° • ° : d 3. PROVIDE $' RADIUS ON FACEEND OOF CURB/ EACH SIDES OF JOINT. 2.1. CONCRETE FOUNDATION FILLED WITH GROUT OR DRY SAND REFER PER 4 M N 4. REFER TO SPECIFICATION PROJECT NO: 600646 2.2. COATED GROUND SLEEVE MANUFACTURER d TO MANUFACTURER SPECIFICATIONS SECTION 32 13 13 FOR DATE: August 14,2023 2.3. BASE PLATE • STEEL BASE PLATE ADDITIONAL REVISIONS 2.4. SETTING PLATE INSTALL 4 MIN. 18'SPACE 2.5. GROUNDING SPIKE '° CENTERING WEDGES DEPTH OF ABC CONCRETE TO BE INFORMATION. DATE DESCRIPTION 2.6. CENTERING WEDGES VERTICAL REBAR REINFORCEMENTS STONE UNDER 4,000 PSI MIN. ° a ° 09/29/23 CMR VE ITEMS 2.7. REBAR REINFORCEMENTS PER CURB CURB &GUTTER (SECTION) °° 10/10/23 FINAL SCO 2.8. COLUMN CAGE MANUFACTURE STEEL SETTING PLATE ° d ° 11/20/23 ADD-03 2.9. FOOTING SIZE 3/4" DIA. GROUNDING SPIKE TOP OF CURB 2'-6" MIN �d ° 12/08/23 NCDEQ& NCDOT PER CONCRETE TO BE d d SIGN WITH PERMIT REVIEW 3. FLAGS TO BE FADE RESISTANT NYLON WITH SEWN o ° ° STARS. MANUFACTURER 4,000 PSI MIN. 6' PRE-CAST CONCRETE CONCRETE (FC-003) PARKING SPACE ° BOLLARD EXISTING ASPHALT WHEEL STOP 4. MAX WIND SPEED WITH NYLON FLAG: XXX MPH 6" 6'� r (CENTERED WITHIN a d (REFER TO PLAN FOR 5. MAX WIND SPEED WITHOUT FLAG: XXX MPH 1 • ° . 12" . d e. I STALL) d LOCATION) ° a • d d 0 SEE PLANS ' • °d • ` ° ° FOR WIDTH d o o PAINT STRIPING ° add INSTALL 4" MI DEPTH OF ABC CURB ENDING TAPER (SECTION) STONE UNDER CURB WHEEL STOP POSITION WITHIN PARKING STALL SITE DETAILS 77 Itt cYi CV CV O 04 N 7O 6" STEEL BOLLARD WITH HDPE SLEEVE N.T.S. 8O FLAG POLE N.T.S. 9O 24" CONCRETE CURB & GUTTER N.T.S. 10 PRECAST CONCRETE WHEEL STOP N.T.S. C600 o ti CV Q Z J O Q ry U 2 H Z 2 w J LO W LO SEE DETAIL 1 TIE WIRES OR HOG CO EX. BERM 04 w ON SHEET C6.2 RINGS(TYP.) w ~ O W � � w o w_ 0 6'-0" GROUND TO TOP RAIL LINE POST =j U j 00 _ TOP OF FABRIC LINE POST ==I I ° =1I I w T } —III—III—I I0 w a' Q HEIGHT BOTTOM RAIL _—III=III,=III=I"— w w VARIES — I=III I I 1=1 BRACE RAIL ON LINE POST LINE POST = =III=III I II II I I ,111=1" 10" MIN. DIA. p LAST PANELS AT _ —I II I II I I, ,I I I=l"— LINE POST � z CORNER, END, OR EACH CORNER LINE POST — = 11=III=IIIIIII �I�I— M J PULL POST POST TIE WIRES OR CLIPS. (TYP.) —11 ,�. io BOTTOM OF — I I=III-III CONCRETE BASE SEE DETAIL 1 ON SHEET C6.2 ••`•�1c� A' ``••,g." FABRIC =1 l 1=�I I—11 I= =1 I I=11I 1=I�' ' =Of - o_ _=1 11=1 11 � Q ag 10 MIN. DIA. ° _ .• • " O��VO TRUSS ROD (3l8" _=I 1=1II II11 Ii I1=III—" LINE POST M J 9s.WA, �'J, �C• MIN. DIA.) 2° BOTTOM RAIL — — _ I: II I II I;,I I—Ili '%��'A,Q .GtNQ-,,,.,. MAX. _ _ _ ___ — — _ _ _ _ _ _ _ _ _ — • -- —III—I i I—I i I-111I I I I�I I I I I�I I I I I;,III,;,III,;,III, ,I I 1-1 11-1 11=1 11=1 , - - - - - - - - - - - I III III III III—III— 11;111-IIIIII— III II — II I I 1 lI l Il l lI l Il l 11 III-III=III. III, III, III, III, 111,;111;111=III=III=III III=III;,III, I I ° 1 11T11 11111 II I II I II ll l Il�i111 „III,;III;III III III=III-III=III=III=III=III=Ill lo" MIN. DIA. _,,, —� —� = 10" MIN. DIA. LINE POST ° z 10" MIN. DIA. ° LINE POST ° o 10 MIN. DIA. z � ° a LINE POST LINE POST ° CONCRETE O LU z z BASE ° _ w , z •0•••� O O z • • z z ° M J ° ° 6" TIMMONS GROUP ° M J YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA L ° 6" NOTES: THIS DRAWING PREPARED AT THE RALEH OFFICE 10 -0 MAXIMUM „ 1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO 5410Trni GRo d,Suite 102 10-0 MAXIMUM LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT Raleigh,NC 27607 TEL4951 COMPLY WITH THE SPECIFICATIONS. FAX 919.859.5663 FAX 919.859.5663 2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE www.timmons.com SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED North Carolina License No.C-1652 Site Development I Residential I Infrastructure I Technology ON THE SIDE OPPOSITE THE SECURE AREA. 50352-333 3. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS LINE POSTS TO BE EQUALLY SPACED COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE FOUNDATION. 4. SEE PLANS FOR GALVANIZED OR BLACK VINYL COATED. ALL FENCE FRAMING SHALL EITHER BE ALL BLACK VINYL COATED OR GALVANIZED COATED. W 1 CHAIN LINK FENCE TO BERM N.T.S. O CONC W V C.7 TO STORM SEWERS DEETAIL2 ON DETAIL ETE BASE OSH SHEET C6.R DROP .22. SEE N (SEE ACTUAL LOCATION ON SITE PLAN) 24' N zz 6"O.D.STEEL POST TYPICAL WITH CAP,POWDER COATED 4"PVC DRAIN Z BLACK PROVIDED TOP LOCKING PVT PRIVACY PROPOSED BUILDING Z SLATS ON ALL SIDES.BLACK IN COLOR. O BRACE FENCE GATES WITH TRUSS RODS, d ° " A ° d u- 0- CROSS RAILS,MID RAILS AND TENSION WIRES -r ° a U PER MANUFACTURES REQUIREMENTS.NO zo O� U ADDITIONAL PAYMENT WILL BE MADE FOR ° ° ° °aLU 0 Z REQUIRED REINFORCEMENT.REFER TO d ° ♦^ LL SPECS FOR WIND LOAD REQUIREMENTS. ° ° ° ° ° d ° ° d ° ° ° ° ° " °° ° °d V J DROP RODS w/ VINYL COATED CHAINLINK ° CJ ° W CONCRETE BASE FENCE SYSTEM WITH ° ° ° ° CONCRETE BASE FOR DROP z"CLEAR MINIMUM DROP ROD RECEIVER DIAGONAL BRACING AND GATE ° ° ° ° ROD SEE DETAIL 2 ON DETAIL J (3"MAX) � LATCH WITH PRIVACY SLAT ° d ° d ° ° ° SHEET C6.2.(SEE ACTUAL (NOT SHOWN), LOCATION ON SITE PLAN) CONCRETE , CJ ° ° ° CJ ° d CJ ° ° d STANDARD DUTY STANDARD DUTY Uj FOUNDATION TO d ° ° ° ° ° SIDEWALK ° d ° ° ° ° 44 EXTEND 1-FT BEYOND d ° ° ° SIDEWALK ° EDGE OF FENCE ° SET POST IN GROUND PER ° ° ° ° MANUFACTURERS d ° CJ RECOMMENDATIONS FOR ° d 'd ° l ° CJ EXPANSION JOINT SETTING DEPTH AND WIDTH 41° d ° ° CONCRETE BASE ° ° ° d ° d d Cn NOTE:ALL PARTS AND ° ° ° ° ° 5 ° d FOR DROP ROD ° ° G HARDWARE POWDER ° d ° 11' O COATED BLACK COLOR. g ° SEE DETAIL 2 ON ° ° ° DUMPSTER SCREEN WALL FRONT ELEVATION SHEET C6.2 ° ° ° ° ° SIDE FLARE ° d ° d ° ° d ° � O U 6-FT TALL BLACK VINYL d HEAVY DUTY m U 30' ° ° CJ ° °° CA COATED CHAIN LINK ° ° CONCRETE _ FENCE.SEE FRONT ° ° ° ° ° ° d MONOLITHIC r W 22'd ELEVATION DETAIL. a° ° " d SIDEWALK J N U 7"SLOPED CONCRETE APRON SLAB WITH 6X6 W1.4 X W1.4 WELDED WIRE FABRIC AND —o ° #4 BARS AT 12"O.C.EACH DIRECTION 1 ° CJ d ° d I °Cg ° I ° ° CJ ° I ° 5' 5' ° ° ° r Cn THICKENED CONCRETE x °I DYIMP,TER ° ° ° d DUMPSTER EDGE 4,000PSI(INSTALL 6"ABC STONE BASE (NIC) ° (NIC,) )0 THICKENED EDGES ALONG d I ° ° I ° ° I d ° 1 ° GRAVEL �i O GRAVEL — O J ALL SIDES OF CONCRETE 3/4"CHAMFER TYP. 7"CONCRETE SLAB d d I b d ° ° ° d I B G B U) Q N PAD) I° CJ ° °° ° °C4 I ° I CJ CJ I° ° C HEAVY DUTY ° ° ° ASPHALT ° ° ° ° ° Id d 7" ° ° ° a 3" ° °d° ° 1 ° 1 d A PROJECT NO: 600646 ° o ° x I ° ° ° ° ° I ° ° I ° DATE: August 14,2023 13 s ° ° ° REVISIONS ° ° REFER TO NCDOT W DATE DESCRIPTION > ° c 8„ ° °° CJ ° ° ° CJ d CJ ° ° � BEAM GUARDRAIL WITH 09/29/23 CMR VE ITEMS ° ° 1 1 d I ° BUFFERED END I_I I I_I I I_I I I_I I I_I I I_I ° SECTIONS DETAIL 862.02 5'-0" LANDING @ 2% 5'-0" RAMP @ 10% —d— — 10/10/23 FINAL SCO —1 1 M I M I M I I—�HEM—, c 11/20/23 ADD-03 )_A--A& 1-1 I 1-1 - - -� —� —� _ _ ° ° d ° ° ° 12/08/23 NCDEQ& NCDOT �I1 1I� �I� �I� �I� III _ _ _ _ _ x x x x - I III III III III I I III III III III III III III III III III—ICI—ICI ICI—ICI ICI ° ° ° PERMIT REVIEW COMPACTED SUBGRADE 0" 1'-0" REFER TO NCDOT SECTION A-A (FC-003) "W6"STEEL POST CONTROL/EXPANSION JOINT DETAIL 862.02 COORDINATE WITH ENGINEER FOUNDATION PAD SECTION PRIOR TO CONCRETE POUR 10%SLOPE CURB 10% RAMPED SIDEWALK DUMPSTER ENCLOSURE PLAN VIEW TRANSITION RAMP SIDE FLARE 5 ill-Oil 5 f . 6"MONOLITHIC SIDEWALK SITE DETAILS SECTION 8-8 LO LO M CV CV O 04 N 2O CHAINLINK DUMPSTER ENCLOSURE WITH GUARDRAIL N.T.S. 3O DRIVEWAY APRON (ALT #1) N.T.S. c6m 1 TIE WIRES OR HOG RINGS (TYP.) Cn 6'-0" GROUND TO TOP RAIL TOP OF FABRIC LINE POST x STEEL POST SCHEDULE O CONCRETE BASE WITH DOUBLE INV GALVANIZED OR DROP BAR SLEEVES FOR OPEN BLACK VINYL COATED USE AND SECTION MINIMUM OUTSIDE GATE POSITION 4 CHAIN-LINK FABRIC "STEEL LATCH DIMENSIONS (NOMINAL) RECEIVER POWDER BRACE RAIL ON GAGE 2" MESH) (SEE = CORNER END & PULL POSTS COATED BLACK OR a LAST PANELS AT LINE POST GALVANIZED(SEE 12" 2.75" N EACH CORNER PLANS.) o TUBULAR - ROUND 2.875" O.D. PLANS.) CORNER, END, OR Q POST TIE WIRES OR C-SECTION (ROLL-FORMED) 3.50" X 3.50"ce 4"STEEL DROP ROD �24"� J PULL POST v co CLIPS. (TYP.) BOTTOM OF LINE POSTS HOLDER POWDER TO OF ACCH CROWN ON 0 FABRIC COATED BLACK OR CONCRETE BASE EMBED U TENSION WIRE TUBULAR - ROUND 2.375" O.D. ® P ANS.GALVANIZED(SEE SLEEVES H-SECTION 2.25" X 1.70" ® d a O . 5 X 1.7 z 1"SOLID STEEL = TRUSS ROD (3/8" C-SECTION (ROLL-FORMED) CANE BOLT DROP 24" MIN. DIA.) ROD HOLDER a O TOP, BOTTOM & BRACE RAILS POWDER d W J d — — —��—��—��—��—�� —��—�� U��— •d dl—��—��—��—��J11— 1.625" X 1.50" o �� o 0 i I I I I I i I I I I 1 1/2"MIN 2 GRADE H-SECTION ® 4 #57 STONE o 10" MIN. DIA. 1/2"MAX a • d C-SECTION (ROLL-FORMED) 1.625" X 1.25" ( )4, 12" o 0 0 w 2 STEEL DROP ROD � LINE POST ° a BRACKET POWDER H O d z a z_ L ° COATED BLACK OR 0 16" MIN. DIA. w CONCRETE ° 0- ° END&CORNER GALVANIZED(SEE _ CORNER POST o LU w ,° POST CAP PLANS FOR MATERIAL) w U d �' o BASE ° z d d WRAP#57 STONE WITH W O W U d d. GEOTEXTILE FILTER �.d d FABRIC CA CD U 6" LAL 1 2'GALVANIZED STEEL F 0) Q Q EMBED SLEEVES OFFSET w rn W NOTES: TO ALLOW GATE POSTS W J 1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT CONCRETE TO LINE AND CLOSE Z Z u ADD ADDITIONAL CROSS BARS, 10'-0" MAXIMUM 10'-0" MAXIMUM INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS 5' d PROPERLY CONCRETE BASE � O w DIAGONAL BARS, AND SUPPORTS LINE POSTS TO BE EQUALLY SPACED OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS. BASE 2A = O AS NECESSARY FOR STRUCTURAL 2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON a SUPPORT �tiS O THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC PROVIDE SHOP DRAWINGS FOR CHAIN-LINK SECURITY FENCE DETAIL SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA. 0&TS/ OA,,c� REVIEW 3. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE OF 24" " tic .��"""""�••ar NO SCALE THE POST IS COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF O,�,c da 12 F �.� ,4 �•.,,�� THE FOUNDATION. O F�c� O `._e'0Q4 / �'•s�•. 4. SEE PLANS FOR GALVANIZED OR BLACK VINYL COATED. ALL CONCRETE BASE WITH �. z T FENCE FRAMING SHALL EITHER BE ALL BLACK VINYL COATED SINGLE DROP BAR OR GALVANIZED COATED. SLEEVE FOR OPEN s GATE POSITION s 05 780 e f ` • °°afaeeae estesN►'', BARBED WIRE OR �� d TENSION WIRE TACK WELD1211 ® FENCE (TAMPER PROOF) TOP RAIL POST ° — 1�12"�I �• %0 BRACE RAILS3 #8 AWG SOLID 11 EMBED 9-GAGE STEEL � 1" CROWN TIE WIRE(15" 9-GAGE STEEL TIE COPPER WIRE d a SLEEVE ON TOPOF TI RV M O N VE GROUP � YOUR VISION ACHIEVED THROUGH OURS. O.C. MAX.AND WIRE 15"O.C. MAX. =III=' a ° � d CONCRETE vIRGINIA I NORTH CAROLINA TENSION BAND DETAIL WITHIN 4"FROM ( " I III d � d EMBED SLEEVES OFFSET THIS DRAWING PREPARED AT THE LINE POST PULL POST LINE POST AND WITHIN 4 1 -0 a BASE RALEIGH OFFICE TOP AND FROM TOP AND d TO ALLOW GATE TO 5410 Trinity Road,Suite 102 BRACE RAILS BOTTOM OF BOTTOM OF FABRIC) d d CLOSE PROPERLY. d Raleigh,NC 27607 TENSION d a d TEL 919.866.4951 FABRIC) d MOLDED EXOTHERMIC WE //= a 24" FAX 919.859.5663 TENSION OR APPROVED CLAMP-TYPE BAND a d www.timmons.com TENSION BAND(15 North Carolina License No.C-1652 WIRE O.C. MAX. AND d FITTING OF COPPER d a d WASHED Site Development l Residential I Infrastructure Technology d a TRUSS ROD TRUSS ROD WITHIN 4"FROM d WA 50352-333 TOP AND BOTTOM ad GALVANIZED STEEL CANE 4" OF FABRIC) FABRIC d d BOLT SLEEVE EMBEDDED STONE d aN CONCRETE TENSION WIRE 12 H-BEAM ROUND POST _ Q TRUSS ROD (3/8" a a LINE POST ATTACHMENTS MIN. DIA.) d 3/4" DIA. a d WRAP#57 STONE WITH COPPER-CLAD INSTALL GROUNDING ROD AT GEOTEXTILE FILTER FABRIC 9-GAGE STEEL EACH FENCE CORNER POST AND ROUND POST 10'-0" MAX. 10'-0" MAX. P TIE WIRES(2'-0" STEEL GROUND GATE POSTS OR EVERY 500 FT TENSION BAR TO da O.C. MAX.) ALONG FENCE WHICHEVER 4 BRACE PANEL DETAIL NOTE: uj ENGAGE EACH DISTANCE IS GREATER PROVIDE BRACE PANEL WHENEVER FABRIC LINK CONCRETE BASE NO SCALE STRAIGHT RUNS EXCEED 500 FEET. ISOMETRIC VIEW 2B TENSION BAR 2A CARRIAGE FABRIC H-BEAM BOLT GROUNDING DETAIL END OR GATE POST DETAIL NO SCALE BRACE RAIL CLAMP DETAILS GATE DROP BAR SEATS AND ANCHOR BLOCK ENLARGEMENTS TOP OR BRACE RAIL ATTACHMENT NOTES: 1. ALL FASTENERS OF GATE LATCH AND DROP BAR ASSEMBLIES SHALL BE TACK WELDED AND TAMPER PROOF. I` 2. ALL DROP BARS, BRACKETS AND FASTENERS SHALL BE POWDER r COATED COLOR BLACK. N N 1 O CHAINLINK FENCE N.T.S. 2 FENCE GATE DROP ROD ASSEMBLY N.T.S. V O - z QZ SIGN R7-8P WHERE APPLICABLE Q SIGN R7-8A W Z REFER TO PLANS REFER TO PLANS 0 J W J ALL JOINTS WELDED TO O m TOP POST MAKE A SOLID FRAME 2 1/4" 3" 2 1/4" FLAT TYPE POST CAP TYP � SIGN R7-8D � V 0 CHAIN LINK FABRIC FULCRUM LATCH W/STRIKE STRAP 2" DIAMETER ALUMINUM PIPE WITH LL O KNOX BOX SERIES WATERTIGHT CAP. POWDER COAT Z 3200 ON GATE BLACK. POST WHERE CCCn Cn SHOWN ON PLANS BOTTOM SLOPE CONCRETE TO DRAIN. C PAINT SAFETY YELLOW. O 0 TRUSS SIGN ROD � O " C� 6' (UNLESS GATE POST 6 SCH-40, CONC-FILLED, HOT-DIPPED GALV. V STEEL PIPE BOLLARD. PAINTED YELLOW. INSTALL W NOTED PROVIDE KNOX BOX ONLY BETWEEN PARKING STALLS. BOLLARD NOT C 0 OTHERWISE WHERE SHOWN ON PLANS N V ON PLAN x x REQUIRED ON SIGNS IN SIDEWALKS. Z Z TRUSS PAVEMENT ROD Ix 51-011 SLOPE CONCRETE TO DRAIN. Cn TO TOP d PAINT SAFETY YELLOW. O r GATE FRAME a a V J cfl 12" DIAMETER CONC FOOTING 12" U) Q N CD m A O R7-8P 12"x6" a 1 1/2" MIN a LA WHERE APPLICABLE VAN 6 PROJECT N0: 600646 BOTTOM POST dADD ADDITIONAL CROSS (SEE PLAN) ACCESSIBLE DATE: August 14,2023 REVISIONS 2 1 2 MAX BARS, DIAGONAL BARS, a 6 1 DATE DESCRIPTION 2" o REFERENCE DETAIL 2 AND SUPPORTS AS ° ABOVE FOR SPECIFIED ° NECESSARY FOR 09/29/23 CMR VE ITEMS 40" MIN DEPTH a 32 WIDTH a CONCRETE BASE STRUCTURAL SUPPORT NOTES: RESERVED PROVIDE SHOP 1. MOUNTING HEIGHT TO BOTTOM OF 11/20/23 ADD-03 CONCRETE FOOTING 3000 PSI DRAWINGS FOR SIGN SHALL BE 60" FROM BOTTOM PARKING 12/08/23 NCDEQ& NCDOT ELEVATION - (4) BAYS SHOWN REVIEW OF SIGN TO PAVEMENT OR 84" IN PERMIT REVIEW PEDESTRIAN AREAS UNLESS (FC-003) OTHERWISE NOTED. R7-8A 18" 2. ALL SIGNAGE SHALL HAVE HIGH 12"x18" NOTES: INTENSITY PRISMATIC SHEETING. 3. SIGNS SHALL BE FABRICATED FROM 1. SPECIFICATIONS SHOWN CAN BE CHANGED BY THE MANUFACTURER ONLY. ADDITIONAL ALUMINUM ALLOY SHEETS. BRACING OR FOOTING DEPTH OR DIAMETER SHALL BE PROVIDE AS RECOMMENDED BY 4. ALL MOUNTING HARDWARE SHALL THE MANUFACTURER AT NO ADDITIONAL COST. BE GALVANIZED. 5. "VAPS" ON PLANS DENOTES VAN 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW. ANY BUILDING PERMITTING ACCESSIBLE PARKING SIGN. 1" REQUIRED BY HARNETT COUNTY SHALL BE HANDLED BY THE CONTRACTOR. INSTALL R7-8A, R7-8D, & R7-8P. 3. FENCE FABRIC SHALL BE GALVANIZED OR BLACK VINYL COATED CHAIN LINK. ALL GATE 6. "APS" ON PLANS DENOTES MAXIMUM ACCESSIBLE PARKING SIGN. R7,-8D, PENALTY 9" PARTS AND FEATURES SHALL BE GALVANIZED OR BLACK POWDER COATED TO MEET INSTALL R7-8A & R7-8D ONLY. 12 x9 SITE DETAILS SPECIFICATIONS. $250 LO LO 66 77 CV CV O 04 N 30 CHAINLINK FENCE GATE N.T.S. 40 ACCESSIBLE PARKING SIGN N.T.S. C602 FIXED OR WELDED ° CAP SIGN BOTTOM OF SIGN D ° 30" � M O CLEANOUT INCREASER O 60 2" DIAMETER ALUMINUM PIPE 2' BRANCH LINE WYE 84" POWDER COAT BLACK. Z MAXIMUM N Q MINIMUM WITH WATER TIGHT CAP. METALLIC LOCATOR TAPE SHALL z BE INSTALLED FOR ALL DIP PIPE 3011 18"BELOW FINISHED GRADE Q U MUTCD STANDARD R1-1 CLEANOUT SHALL BE FINISHED LOCATED ON BRANCH LINE, FINISHED GRADE 4" WIDE WHITE UPSTREAM OF FITTING. LINE GRADE Z STRIPING (TYP.) SIZE CHANGES SHALL 18' FINISHED GRADE OCCUR UPSTREAM OF MAINLINE j�y NOTES: \ \ .\\ \\ 1. MOUNTING HEIGHT TO BOTTOM OF SIGN FITTING (SEE UTILITY PLAN j� / j\� //� SHALL BE 60" FROM BOTTOM OF SIGN TO FOR PIPE SIZES) �� FINAL j� //� PAVEMENT OR 84" IN PEDESTRIAN AREAS /j� BACKFILL (SEELUSLOPE CONCRETE TO DRAIN. UNLESS OTHERWISE NOTED. i\\% \� /\ \ `O PAINT SAFETY YELLOW. PLAN VIEW AT FITTINGS /\ SPECIFICATIONS) /\\/ /\\ N a 2. ALL SIGNAGE SHALL HAVE HIGH INTENSITY i\\j \� /\ \//� PRISMATIC SHEETING. 450 / j/ / 2 3. SIGNS SHALL BE FABRICATED FROM / .\\ \ \ 0 i\\/ \ INITIAL BACKFILL \ //\, U CONC FOOTING ALUMINUM ALLOY SHEETS. a / \/� o \ COMPACTED IN 6 \\ \\ UU cp 4. SIGNS SHOULD MEET MUTCD AND NCDOT NOTE: /\ 2 //� /\ \/ STANDARDS AND SPECIFICATIONS FOR \/ MAX. LIFTS AS 2 //\ w C U ° ° ROADWAY SIGNAGE AND FOUNDATIONS. 1. ALL PARKING STALL MARKINGS SHALL BE 2 COATS OF 15-mil ALKYD RESIN MUST BE 2"BELOW GRADE / //� SPECIFIED % w o w 0PAINT. \ \ �i' / % �/% " _ 6" / � ��jl .• •• � �� illli�i�• � � �li�illl�_ � � SPRING LINE \ � ^ U� w 0) CLEANOUT IN PVMT SHALL BE \\ j\\j j\� w 12" INSTALLED INSIDE A VALVE BOX \ STD VALVE BOX � „� \/ / / // / // / // // // / Z W J \ \ No 57 STONE WORK \ \ \ \ \ \ Z w WITH SEWER OR STORM COVER AS \ Nr WELL UNDER �� O 1O TYPICAL ROADWAY SIGN N.T.S. 20 DIAGONAL STRIPING N.T.S. APPLICABLE. BOTTOM OF PIPE. rn d PAVEMENT INSTALLATION 6' O.D. OF PIPE 6 6" O.D. OF PIPE 6" �� MINIMUM SIDE CLEARANCE _ 12" O.D. OF PIPE 12" MAXIMUM SIDE CLEARAN iz" O.D. OF PIPE lz" ,N��ggrpnrp NOTES: CLASS B CLASS D ��.•��q q�"'°•.,,�g 6"ROUND SLOTTED CAST IRON,BRASS REQUIRED FOR: RE •� • 1. RISER STACK SHALL BE 4 CAST Q REQUIRED FOR: OR CHROME GRATE FLUSH WITH HDPE & PVC PIPE DIP CIP AND RCP `�0� � '''• ACCESSIBLE PARKING SIGN IRON. PROVIDE REDUCING WYE AS FINISHED GRADE f - ` ("APS"ON PLANS DENOTES NEEDED TO TRANSITION TO z 1,' ACCESSIBLE PARKING SIGN) SEE PLAN FOR DIFFERING LATERAL PIPE SIZE. 055780 LOCATION 2. THE FULL LENGTH OF THE SERVICE FINISHED GRADEe CONC. SIDEWALK G� • �"/�� aC FACE OF CURB 2' TO BACK OF DITCH BE COMPACTED IN 6" LAYERS j/\\j/�\j/�\j�\//\� yp ,�GIN � WITH MECHANICAL TAMP. .� r afaeeaeesteuss 9' TO FC AS NOTED ON 9' TO EP WHEEL STOP \/\\\/\\\/ ,r �`''•r,F��']' PLAN CONC COLLAR 91 TYP VAN ACCESSIBLE 12"x12"x6"THK 6"PVC PIPE 2' PARKING SIGN STRIPING TO EDGE 4 WIDE WHITE WHERE NOTES . 000 OF ASPHALT THERMOPLASTIC APPLICABLE %0 NO STRIPING IN STRIPING (TYP.) 18' ("YAPS" ON PLANS 1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE TIMMONS GROUP GUTTER PAN (TYP) DENOTES VAN SHORING AND BRACING. ACCESSIBLE YOUR VISION ACHIEVED THROUGH OURS. 18' TO FC PARKING SIGN 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. VIRGINIA I NORTH CAROLINA 18 TO EP ) SEE UTILITY PLAN FOR SIZE AND THIS DRAWING PREPARED AT THE FACE OF CURB (FC) MIN.GRADE 1 % MATERIAL 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. RALEIGH OFFICE 4 WIDE WHITE 5410 Trinity Road,Suite 102 EDGE OF PAVEMENT STRIPING (TYP.) 4. BACKFILL SHALL BE TAMPED IN 6" LAYERS. Raleigh,NC27607 r r TEL 919.866.4951 (EP) 5. IF ROCK IS ENCOUNTERED AT BOTTOM OF TRENCH, OVER EXCAVATE ROCK A MIN. OF 6"CHS AND BACK FILL WITH FAX 919.859.5663 e BARREL OF PIPE TO REST ON wwwom COMBINATION LONG NO. 67 STONE TO THE BOTTOM OF PIPE. Carolina ice ns No 45 UNDISTURBED SOIL TURN PATTERN Y AND North Carolina License No. r 1 ech Site Development I Residential I Infrastructure I Technology NOTE: Q 1/8"BEND,REFER TO STORM PIPE TABLE 50352-333 1. ALL PARKING STALL MARKINGS SHALL BE 2 COATS OF 15-mil ALKYD RESIN FOR FITTING BRAND PAINT. 91 91 9' SIZES 2. FC = FACE OF CURB PLAN 3. EP = EDGE OF PAVEMENT NOTE: 1. ALL PARKING STALL MARKINGS SHALL BE 2 COATS OF 15-mil ALKYD RESIN PAINT. W 3O PARKING STALL AND TRAFFIC STRIPE N.T.S. 4O ACCESSIBLE PARKING SPACE LAYOUT N.T.S. 5O STANDARD CLEANOUT N.T.S. 60 STORM SEWER BEDDING N.T.S. GRADE ADJACENT GROUND TO PROVIDE POSITIVE DUCTILE IRON DRAINAGE TO GRATE FLAT TOP GRATE DUCTILE IRON IN PAVEMENT&GRASS DOMED GRATE AREAS.PAVEMENT IN MULCH AREAS ONLY AREAS SHALL BE ADA AND HEEL PROOF. 4° CONCRETE COLLAR NOT REQUIRED IN Y GRASS AREAS t 3" 11 91, 1' 91. X X N� 27a DIMENSIONS FOR DROP INLET F�>/ I0 ;z 3 DIMENSIONS OF BOX & PIPE PVC RISER(24"MIN.) N (10)-3/8" DIA. WELDED PIPE SPAN WIDTH HEIGHT Z STUD ANCHORS 8" LG. o U II ANCHORS SIDES.S. ALL Z PIGGYBACK=8") D A B H SURROUND -` o SIDES AND Z L 12" 3'-0" 2'-0" 2'-811 BOTTOM WITH O FOR ALL STRUCTURES Y WEEP � 29� 15" 3'-0" (T P)TONE A 12" �paw A �� PLAN HOLES 27Y2" 18" 3'-511 O O o ° °m ADD 12 WIDTH X 12 PLAN 7 'o W/GRATE & FRAME REMOVED 24" 4'-0" W Z ° °o o° °o ° o SHOWING POSITION OF BOLTS ° ° ° 0 8 0° `�00��o THICK OF CLASS A °- °�o o°c� °°o I o �� D W °goo° �r3�° o°�a g°� RIPRAP TO SLOPE ABOVEL3:EJ T 3 -0 2 -0 4 -3 W �.g t 25%a" J D. �o_ �oo�000�o��x3o��zSo�a� WZ AND AROUND TOP OF 30" CURB INLET WITH "H" VALUES J o o° ° °o�800c�°0 o�° co PIPE/FES/END WALL AS 0 0°d3oo°� o�oo (HEIGHT) LESS THAN MINIMUM - ° SHOWN. SHOWN IN CHART SHALL HAVE SHOP 6" SUMP O D°-OUTLET PIPE DIAMETER ^ zt, a, DRAWINGS DESIGNED AND SEALED DEPTH REQUIRED W 0 PLAN BY PROFESSIONAL ENGINEER O OUTLET TO WELL DEFINED CHANNEL 3/8"DIA.x 8"LG. WELDED MEETING SPEC SECTION 33 40 00 SEE PLAN FOR PIPE MATERIAL PIGGYBACK STUD REQUIREMENTS. THESE STRUCTURES - NOTES: 4'-0' ANCHORS N CAN BE CAST-IN-PLACE CONCRETE Z ° STONE CLASS v 3 3 T-0" - 39Y8" AND/OR MASONRY DESIGN 1. GRATES SHALL BE 18" DIAMETER, SLOTTED, CAST IRON, HINGED AT BASE. Q ° g�°o ° ° 3" 3„ 1 2. PIPE AND FITTINGS SHALL BE PVC, SMOOTH INTERIOR AND EXTERIOR. (/� 0 0° ° o 00 ° THICKNESS 6" o A o 6" DIMENSIONS FOR CHANNELS 6 B 6" I � 3. REFER TO DRAWING C3.3 FOR INLINE DRAIN SCHEDULE. 0 _ O STD. 840.1E FRAME N0. SIZE LENGTH TOTAL � V o o _ &GRATE LIN. FT. FILTER BLANKET M 2 3"x4.1" 4'-0'' 8'-0" 90 YARD INLET N.T.S. V SECTION A-A OR EQUOCOIVALENT) 200E o W Q OR EQUIVALENT) n n 11 r 0 0 2 3 x4.1 2'-6" 5-0 N V Z DOWEL ,• ° 9 8" O 3 SEE NOTE#2 9�" SECTION-XX SECTION-YY BUILDING B SCUPPER WALL #57 WASHED STONE Cn DOWNSPOUT OR RIVER ROCK O Q r 37Y," (SLOPE TO DRAIN) (D#4 BAR J MAINTENANCE: 42" 2-FT FINISHED ♦v) N GRADE 1. RIP RAP OUTLET STRUCTURES TO BE INSPECTED WEEKLY A A o 0 AND AFTER EVERY RAINFALL EVENT. REPAIRS ARE TO BE 6" 12-IN GRATE SECTIONS GRATE PLAN PROJECT NO: 60064E MADE IMMEDIATELY. LANDSCAPE/ 6-IN MIN DATE: August 14,2023 DOWEL � LANDSCAPE/ NOTES: FRAME &GRATE SHALL BE ADA COMPLIANT GRASS o GRASS REVISIONS NOTES: (V-5660-80 BY EJIW OR APPROVED EQUAL) BEVEL 4 DATE DESCRIPTION 09/29/23 CMR VE ITEMS 1. A FILTER BLANKET SHOULD BE INSTALLED BETWEEN THE 1. 3,000-PSI CONCRETE TO BE USED THROUGHOUT. ENDS oz. �� NON-WOVEN 10/10/23 FINAL SCO RIPRAP AND SOIL FOUNDATION. 2. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2 KEYWAY, OR #4 BAR DOWELS AT 12 CENTER, AS DIRECTED BY THE DESIGNER. NON-WOVENGEOTEXTILE 11/20/23 ADD-03 2. MAINTAIN ENERGY DISSIPATERS INSTALLED DURING EARLY 3. TWO 2" PIPE WEEP HOLES TO BE PLACED AS DIRECTED BY DESIGNER. 12/08/23 NCDEQ& NCDOT SITE WORK THROUGHOUT THE CONSTRUCTION AREA. 4. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB. B SECTION B-B PERMIT REVIEW 3. TOP OF RIP RAP AT DOWNSTREAM END OF APRON SHALL BE 5. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHOWN ON NCDOT STANDARD 840.00. (FC-003) FLUSH WITH NATURAL GRADE OF THE RECEIVING CHANNEL. 6. A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF NO. 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOLE. PLAN VIEW 4. VEGETATE ALL DISTURBED AREAS WITH VEGETATION 7. ALL DROP INLETS OVER Y-6" IN DEPTH TO BE PROVIDED WITH STEPS 15" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH NCDOT STANDARD 840.66. THE FIRST STEP SHALL BE IMMEDIATELY AFTER INSTALLATION. 24" BELOW RIM OF GRATE. 8. ALL GRATES IN SIDEWALK AREAS SHALL BE ADA COMPLIANT. V-5660-80 BY EAST JORDAN IRON WORKS OR APPROVED EQUAL. 1-IN 9. INLETS MAY BE CONSTRUCTED OF BLOCK AND MORTAR IN LIEU OF PRE-CAST CONCRETE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. FINISHED 10. PROVIDE SIGNED AND SEALED SHOP DRAWINGS FOR STRUCTURES TALLER THAN 16-FT AND SHORTER THAN 3-FT. PROVIDE ADDITIONAL CONCRETE WALL THICKNESS AND GRADE REINFORCEMENT AS REQUIRED BY DESIGN ENGINEER. 0 0 0 STONE 4 a UTILITY oz. SITE DETAILS NON-WOVEN BRICK GEOTEXTILE LO LO (MORTAR LO SET) SECTION A-A 04 CV O 04 N 7O CONCRETE FLARED END SECTION N.T.S. 8O CONCRETE DROP INLET N.T.S. 10 DOWNSPOUT / SCUPPER SPLASH BLOCK N.T.S.