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Home My WebLink About20081218 Ver 1_Site Plan_20081216 _j Y O�� wO 12 ZOQ 8 iF PROPOS D SIT ACC SS PLAN p: WKD PROJ CT NO , 80092mOOmHl W O W �ZY W�Q tat N �1WFOR O*O O 0 CL KZO Roza O.00 U 0 ow (Wz_� CCF ASSOCIATES I LP AND WHITENER W�00 GENERAL SITE NOTES., I- x BEFOFE 250w v owco aN>_0 1. OWNER / DEVELOPER OF RECORD PROPERTY ADDRESSSTOP Z000 CCF ASSOCIATES I, LP & TATE BOULEVARD SE „4 949 oN Z JOE P. WHITENER HICKORY, NC 28601 c - : Wmm 352 2ND STREET, NW W IT% THE LAW Ooaa HICKORY, NC 28601 HICKORY , NORTH CAROLINA 0_0 N YpzQ CONTACTS. O¢8Q JOHN FULLER, ESQUIRE & MICHAEL WHITENER AUGUST 2008 ow~~ W (828) 324-2920 z a.Q oo�� 2. DEED REFERENCE LUEND PARCEL 1 PARCEL 2 D.B. 2133, PG. 1673 D.B. 2133, PG. 1673 EXISTING PROPOSED P.B. 14, PG. 99 P.B. 14, PG. 99 PROPERTY BOUNDARY PARCEL I.D. 3722-14-44-5073 PARCEL I.D. 3722-14-34-9561 -. R RIGHT-OF-WAY -- PARCEL AREA: 9.34 ACRES PARCEL AREA: 6.07 ACRES .---SBACK------- SETBACK -- - --- - PE PERMANENT EASEMENT PE TOTAL SITE AREA: 15.41 ACRES - CE CONSTRUCTION EASEMENT CE - PoE PERMANENT DRAINAGE EASEMENT PDE 3. TOTAL AREA INTENDED TO BE DISTURBED: f0.97 ACRES --� •--° -�- - INDEX CONTOUR 10 (INLCUDES 900 SF OF IN CHANNEL WETLAND IMPACT AND 460 SF OUT OF CHANNEL WETLAND DRAWING SHEET INDEX INTERVAL CONTOUR 96 IMPACT. f84 LF OF STREAM IMPACT. - -- --~ - STORM DRAINAGE PIPE 4. ZONING DATA STORM DRAINAGE STRUCTURE ZONING DISTRICT: 1-2 GENERAL INDUSTRIAL DISTRICT (CITY OF HICKORY ETJ) STORM DRAINAGE MANHOLE PROPOSED USE: CONCEPTUAL OFFICE / RESEARCH PARK 1 CC - - -- -- - ROOF DRAIN HYDROLOGIC FEATURE RD - REQUIRED PROVIDED �.n NG ES -x�xx--- FENCE MIN. LOT AREA: 20,000 SF 671,259 SF (15.41 AC) MIN. LOT WIDTH AT FRONT SETBACK: 80 FEET ±1580 FEET T T ,• GUARDRAIL T T T BUILDING SETBACKS: FRONT = 40' FRONT = 40' CONCEPTUAL SITE LAYOUT PLAN RAILROAD LINE -I-I---I-� SIDE = 30' SIDE = 30' DRIVEWAY LAYOUT PLAN SIGN CURB AND GUTTER REAR = 30' REAR = 30' _.___ CONCRETE WALK/PAD INC EROSION _ _ _ �, C` �1 MAXIMUM BUILDING COVERAGE: NA HEAVY-DUTY ASPHALT ALLOWABLE BUILDING HEIGHT = 80' 6 ENTRANCE DRIVE PROFILE LIGHT-DUTY ASPHALT FORCE MAIN F 5. DEVELOPMENT TYPE: NEW ENTRANCE DRIVEWAY FOR CONCEPTUAL OFFICE / RESEARCH PARK WEST DRIVE PROFILE ----s" - --- GRAVITY SEWER SS p SANITARY SEWER MANHOLE 6. WETLANDS DELINEATED AND SURVEY LOCATED BY WK DICKSON & CO., INC.. 7 CONSTRUCTION DETAILS aqo SANITARY SEWER CLEAN OUT C•D• _ -gg------- BOTTOM OF BANK BB 7. A PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD PLAIN. SITE 8 CONSTRUCTIONDETAILS ------ TOP OF BANK TB LOCATED IN ZONE X AND ZONE AE - FEMA PANEL NUMBER 371037 2200J, DATED SEPTEMBER 51 DITCH LINE 2007. 9 CONSTRUCTIONDETAILS ------ OVERHEAD WIRE OW 8. SOIL TYPE: HIWASSEE-CECIL ------ -- ---- UNDERGROUND ELECTRIC UE ------ �------ FIBER OPTIC CABLE FO 9. FUTURE PROPOSED DEVELOPMENT IS TO BE SERVED BY PUBLIC WATER AND SEWER. ------�R�------ UNDERGROUND GAS G ------ - UNDERGROUND TELEPHONE UT 10. PARKING REQUIREMENTS: � POWER POLE x OFFICE USE: 3.5 SPACES / 1000 SF LIGHT POLE x 78,200 SF X 3.5 SPACES / 1000 SF = 273.7 SPACES REQUIRED (t392 SPACES PROPOSED) .3 GUY WIRE SHRUB LINE 11. THE BOUNDARY IS BASED UPON A DEED PLOT. TOPOGRAPHY AND EXISTING FEATURES DEPICTED ON "'4' ^* t TREE LINE THIS PLAN ARE BASED ON A SURVEY PREPARED BY WK DICKSON & CO., INC. - ---s ----- WATER LINE wv GATE VALVE 12. BENCHMARK COTTON GIN SPIKE EDGE OF ASPHALT: ELEV. 943.16 AND BENCH TIE IN 8" PINE: ELEV. WATER METER 937.48 -6- FIRE HYDRANT _ C -- LIMIT OF CUT SECTION C 13. THE PROJECT IS SUBJECT TO ALL INTENSITY, DIMENSIONAL & DESIGN STANDARDS OF ARTICLE 8. - F ------4 LIMIT OF FILL SECTION F 14. THE BUILDING AS DESIGN BY OTHERS SHALL BE SUBJECT TO THE BUILDING DESIGN STANDARDS OF PERMANENT DIVERSION DITCH ARTICLE 4.7.6 (c-g). TEMPORARY DIVERSION DITCH -®--- - --�®- � TEMPORARY SILT FENCE 15. SIGNS SHALL COMPLY WITH ARTICLE 11. TREE SHRUB 0 16. LIGHTING SHALL COMPLY WITH ARTICLE 10.8.1. SOIL BORE E�VD. ELEV X SPOT ELEVATION ELEV X 17. THIS PROJECT IS NOT LOCATED WITHIN AN OVERLAY DISTRICT. SITE I BENCHMARK ELEVATION CHECK DAM 18. NO OPEN SPACE IS PROPOSED. TEMPORARY SEDIMENT TRAP RIP-RAP 19. ALL NOISE AND VIBRATION FROM THE SITE SHALL COMPLY WITH ARTICLE 10.8.2 & 10.8.3. TEMPORARY SEEDING O PERMANENT SEEDING PS 20. SURROUNDING LAND USE IS GROUP 2 AND GROUP 3. PROPOSED LAND USE IS GROUP 2. NO 0 TELEPHONE PEDESTAL BUFFER IS REQUIRED. m � TELEVISION PEDESTAL 21. THE PROJECT SITE IS TO BE ANNEXED INTO THE HICKORY CITY LIMITS. ANNEXATION PROCESS MUST s _ FIBER OPTIC PEDESTAL 7' i d BE COMPLETE PRIOR TO UTILITY CONNECTIONS BEING MADE. 611 'y fr. � ak� `� °r'r� yyBAd MAILBOX 22. DURING CONSTRUCTION VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO THE SITE. , DEC 00$ 401 4th STREET SW, SUITE 201 L,EtdR-WA-rERQUAL1TV HICKORY, NC 28602 WETLANDSA10 STORMWATC g RA,�de;�p (828) 327-6911 WK D I KS r 0)N Office Locations: 1 REVISED PER NCDWQ COMMENTS 9-16-08 'T (7 j I r;i'{1 4 community infrastructure consultants North Carolina Georgia South Carolina Florida REV. NO.1 DESCRIPTION I DATE N.T.S. REVISIONS FOR REVIEW & COORDINATION NOT FOR CONSTRUCTION WKD PROJECT ® ® s (!1 Q �Yz 0�ix U.O O Z 1.Z1t-Q F-.w 2 N Op9 Uw w LLZW1 Y la 2 F Q O- w 1-: rn z o=� �v O 0 00�N BENCH MARK �aF COTTON GIN SPIKE &Zo ��®� / EDGE OF ASPHALT O:oZo -vr_ vr� �___ - � ELEV = 943.16' R/%v o J V by yt __ R N A R Vd - � Ow w� 6f _ __' RAT? R � :�o " ------- .-- � - -- ,F -- ��y...m... .m.. �e� 1-w > ® �v-----vt _ sv___-_ k ____ _ __ _-_ �o00Qwca �-�- _. Lc(APPRGXIMAT WATER ATIO)L bl 2 0 ZO w0 '8 w m w �_.._ TE SOU T 0�a4 - - _° _. .~mow 4 �� t�t LJ V . HEA�J T (SR i . _�'�� '�: �f J✓/ 1j �.w ... - 6 V O to N 1 , _ -- { ''` .•.i r f o to ` - { .✓ ,$ t ! �s f bozo ` f j 1 IP! r� /` a rA A %tt 1 t / w O00 f / — E#IS•f' G' o""DI 1-YATER LINE � / 1! � t I w__. 4OQ \ €L �� l ?c { '°2� d` ---•J Z l \ ice ---------- / 0 0 O In r `` i.. _ •�.,,..,, ^-'... _ .' :> .�"'...-_ t'- �- `.` ^";�» - - r ^' �, _'� -------------_ _EFX�t3'lJIF?'2#�R_ -P�✓- -- _ � �� ------------ TOP_ CRATE 9:1{A63'�' -- J9NZaiAT - 3T£' /T' - R " 940__..._ ."- -- "m `� \ r "'""'""^".,,.• -..,..,_ / i � .._ ".- t �"�`"" _. '.�-' -• -�'� _ a ` - l }... -1 .�---,'£If#NIVAGr kfANHOLE - - - - 920.6Q' r 7t3P Rf6A _9 #2l3`. 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W�JH1 PEtVE , t si >1\\\ } F { l \ \ ,\ l 16 / t l \ \ `\ \\ \ t i\l FF t V PIN 3722-14-44-�-5073 r' J D.S. 21,3J PG. 73 j } l F ti F C3•=.• 1 t COMPASS Of?Of1P USA, 11+IC' .. f t / { I \ �• �1\ F ,. \ r a .r. ROEERT L. LILZBERG, jR , 1 ' / 1438J { \ 1 . .Fa F t � :.: ° \ \ \ t F F F 1 r. r �= C. 561 P \, s .. 1.t � \\ :. i ; \�•� \ t \ ! °� ° F\ F `` `. F F° I 1 t, \, 1. r \ ~~-. { f .ram D.B. 2005 PG 617 lI�EYrtOGALE TRUST , fr ! / \ �\\F 1F t �._.S°Ss \ \ s ` \ F t \ F ill \. FF 1 1 _ i ! J _ er /� PIN 3722-14-44 ��1 , //` t 0 \ \\° \t\'1,F ° ' - \ \ �a \ ° \'I F l\ F .F. \ \ \ `\ °� � - f } r €� t PIN ,372��-15-53-�3�a g FF \ \ F , 1 /-'" J . f ,f /' J' F � b \i l 1 \ \ `° 1 S 1 t \`. \\ i t \ \ \ \ '^Lw,� D.B. 255�a �'� 13�7 t ,� r \F F}Fl \ "��'-.'•'•� 1 \ \ F . �\• l `� .- PIN 3722-•14--,34 -6'86C /w J 1 � ,\,° i i S;.r� \ :4 \ \� l \ \ t s t t t � � \\ \J r J 6g 1 F \ Y.. 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VPH1 ENER \ A C.E. 2758 PG 89 CP PIN 37292-14•--34-8182 BENCH MARK BENCH TIE F IN 8" PINE ELEV. = 937.48 \ � ® \ t \ 1 YEAR L. L \ 1 \ GRAPHIC SCALE 50 25 0 25 50 900 $ .01 \ 1" = 50' A0) BEF YOU DIG TO`NY M. WHITENER .., . . ,� 800 2 -4949 ' STOP and CALL ° DONALD R. WH1 RKQ ONE-CALL CENTER D�S. 2249 PG 655 IrS THE LAW PIN 3 722••-14-- -•-9.561 1 r r l NOTE: 100 YEAR FLOODPLAIN ELEVATIONS FROM FEMA PANEL NUMBER 371037 2200J DATED SEPTEMBER 5, 2007. r FOR REVIEW COORDINATION NOT FOR CONSTRUCTION RELEASED FOR DATE �+ pe PROJECT MANAGER DRAWING SCALE 401 4th STREET SW, SUITE 201 1!f��JE® Si TE ACCESS JJS AS NOTED DRAWN BY PROJECT DATEvw HICKORY. NC 28602 APPROVALS s f CADD AUG Zoos (s2s) 327—s9� FOR APPROVED BY PROJECT NUMBERD 1 K Skra%N BIDDING 1 REVISED PER NCDWQ COMMENTS 9-16-08 JJS 80092.00.H! Office Locations: CONSTRUCTION P LP de I LNER 7 REV. N0. DESCRIPTION DATE FILE NAME community Infrastructure consultants North Carolina Georgia HICKORY, NORTH CAROLINA REVISIONS W092 EXISTING.DWG South Carolina Florida RECORD DWG. � �'' ' > is :,. '' 'i,`1lllliii%\\` ............... tq < z OZ ZI-< W wz x z(1) 0z* 0 w 092 w i-: z Eli iE D 0 0 a (L xZ0 a. vi - Uj ixo<M-J w !;"n Z5 0 CHO Lq o "j Ld �V)2Z 0-j 2wE<, 2: 05(n w mowca 0 FL z k< w BENCH MARK _j zffi COTTON GIN SPIKE 00 o EDGE OF ASPHALT R/w -R/W Ozwo -w ELEV = 943.16' ------- 43 f-0 - R Z JYCM R/W 8,w-.0 R/W R/W R -R -w- Q0(,)3j w W w t�VE57ST&'FITD;WA, R 'I 0z'j;;i, ——————— W W 0 La --------- (.4PA'<OXLYA 7E LOCA nOti) z< w 6zwzw jjz C --- W7ZR 000(j) ---------- ------- -y T— R/W V R/W y--v--"y-r-y-y--y-y-r-y R/W R/W 70'X130' BUILDING ` -: � �� / 9,100 SF ` t ROBERTI.. LIL"ERG, R 553 P 1357 CaWPASS Q?0UP USA, INC REVOCABI MUST D.&. 2005 PG. 617 .B. lcaw, PIN J722-15-5J-0365 E D 2G. PIN 3722-14-34-6860 , \ \ - ti 100'X200' BUILDING 20,000 SF 100'X200' BUILDING 241 20,000 SF 9 WEN 70'X1130' BUILDING `- % 9.100 SF 100'X200' BUILDING ff 20,000 SF SUILI)jt4G SE'M-PIWKU'4�;�" 7119PROPERRIES 4 88 PC. 419 PZ J722-14-J4-.5777 T'OVY M, WHITENER and KAREN G. NfIhTNEER LLj, 0.8. 2758 PC, 89 PIN 3722-14-34-8162 BENCH MARK BENCH 77E IN 8" PINE 0-1 ELEV. = 93Z 48' 9 91 00 YEAR FLOODPL ti-O MY M. WHITENER and DONALD R, WHI D.S. 2249 P 655 PIN 3722-14 -.9561 GRAPHIC SCALE 60 30 0 30 60 120 111170M YOU IM STOP 1'* 60, CAM I &W W2-4W C. OM--CM.L CENM IrS THE LAW FOR REVIEW & COORDINATION NOT FOR CONSTRUCTION PPROJECT MANAGER DRAWING SCALE Jis AS NOTED 401 4th STREET SW, SUITE 201 RELEASED FOR PROPOSED SITE ACCESS DRAWN HICKORY, NC 28602 PROJECT DDBYCTAPPROVALS DATE AUG 2008 WK (828) 327-6911 Y , FOR 3 APPROVED BY PROJECT NUMBER BIDDING 1 REVISED PER NCDWQ COMMENTS --- Jis 80092.00.Hi C.w.*%#N Office Locations: CONCEPTUAL SITE LAYOUT PLAN REV. N0.1 DESCRIPTION DATE FlLE NAME community Infrastructure consultants North Carolina Georgia CONSTRUCTION CCF ASSOCIATES 1. LP & WHITENER REVISIONS 80092-5KETCH.DWG South Carolina Florida RECORD DWG. z� HICKORY, NORTH CAROLINA 9 R14Y MOH. r Z�� _ ( ®N� Esc 77 von ~- ---- � � Y __�� 1 690� SITE D1ST. 1 400' SITE DIST. �°°` r ��" BEFORE 1 69 TO NEAREST INT. 3,435' TO NEAREST INT. `✓ , �2" _- - - -- . ONE-CALL CENTER N Z µ� �--- - __ 4 970 JO NEAREST T.S. 3,435' TO NEAREST T. ON ��3� �� - --- --- ---- '----�- >jw - - - - S�l OP o 0 "LL 217 '0 NEAREST DRIVE 952 TO NEAR _ �'P� Z*o CALL 1 632-4 9 0 111TV THE LAW WZO� ' STA. 0+00 ENTRANCE DRIVE W g s — -- `- CENTER OF PAVEMENT !gooW BEGIN PROJECT \ W_ � I TA TL ILL VD. SOU THEA S T 92,E .moo _zo> ---STA. 0+45.EDGE OF A31 ENTRANCE DRIVE �RKED LANE �, `�-..-- BENCH MARK - 0 D W m - -- s pTTON GIN SPIKE �- o ---- �- -- ""` -- I EDGE-OP ASPHALT a0)0� - --- -- STA. 0+49.27 ENTRANCE DRIVE PAINT IS ELEV. = 943.16 Z W E O MARKED LI �rrr ' d ' &D PAINT g G W _ _ -- _ _ _ _T - PROPOSED 12' WIDE E ISPIic 6`�01 WA LINE I � _ � _ � _w___ - � ---- - ---- -- - � PAJ DECELERATION LANE �� $o o-j Zo PAINT � SEE TYPICAL CROSS- — - -- ' 0 0 _ ^ _ _ _ - -- -- — - , --- - -- - -- �_" -SECTION ON SHEET 6 `,. S 33'25'42" W � --- $FZ� 1 °�c�o o z EP PAINT �W ._,._._ _.._ �.� .---_ A--- _ �� .- 3 -=�� -�.��,:� ��.�� $�.. �. �� FLAT CURB 2 � ! � ... -,r - .E r .- . . .� .�'. -s - - _&' 6' OFF EP (.�W Z .2. -.:. .�w�,-<r-.......tzo. .✓`;" "�, s- ''i.w y?. i— , t'>-+'F.r :'.�'",3-. -✓L ;.,a j,. `. '-'`"'YS..r 6 ,era,^'.='4>c;"c>iq 8 :t. . < `, ., . ,3a, ..3'`` M ,..bt" TOP GRATE' 94a63'DROP IVtCT 75 TAPER INN W= 5?32.78' � � ` � 25' RADIUS ____ �25 (FACE OF CURB, TYP.) DRs{IPdACt:MANHOLE TOP V.44 - 03820' /` 7' � �. ,.�- ---- ,.---' e.-J' �� `;. ,�. � ti FIRE®HYDRANTVE NG � e _ NV "`� , �r . `{ REPLACE WITH ® Y-) t 6)(8'BOX CV0-RT � PROP. 11.25 MJ�= 75' DECELERATION LAN�EY � Y ` Y--) 'v'^`l-'11.25° MJ 6EN® Y � ' 92060° BEND WITH CONC. ® W/ CONC. BLOCKING BLOCKING 3 q {[g a'L f}y W `°`•`.....nurq• ��` \/•`-` __``yam ( � y �3i pti s` /q 9 R �TR � y r� R i R f Wmy z R/ R W�� PERENNIALPERENNIALfi4� NcDwo y �.:� - . ' RW R/ . PROP. FH ASSMLY. i PROP. 6" GATE VALVE Z BOLTED TO TEE g NTH BLIND FLANGE t . . . . . . . . PROPOSED 24 CURB j t & GUTTER TYPICAL CCF ASSOCIATES t•: :• : :. , - L6A41 70 PAR MERSHP and h JOE- P. W417EfdE:R : = D.a 213.3 PG. 167J ��. �-.- D.B. 9561 PG. 438 z PIN J722-14-44-507J :spa , PROP. ENTRANCE DRIVE SEE TYPICAL CROSS- . . . . . . . . ON SHEET 6 1 � STA. 2+05.54 ENTRANCE DRIVE _ �: " PROP. STOP STA. 0+00 EAST DRIVE '4•.-.•.-.- � �`� � .�,� Q�� SIGN, TYP. BEGIN PROJECT h {. N GRAPHIC SCALE ��: -� a 1. CONTRACTORS SHALL VISIT THE SITE OF THE PROPOSED 20 10 0 10 20 40 �° - \ • �` ® WORK TO VIERIFY AND BECOME FAMILIARfivv WITH CONDITIONS "` N AFFECTING THE PROPOSED CONSTRUCTION BEFORE 15 °C, t , . . . ' r SUBMITTING PROPOSALS. ANY QUESTIONS OR CONCERNS 1 20' y` ° STA. 0+41.94 EAST DRIVE THE CONTRACTOR MAY HAVE REGARDING THE PLANS, t T END OF PROJECT "WORK"SPECIFICA11ONS OR THE WORK SHALL BE DIRECTED BY THE ENGINEER. PC STA. 2+26.07 y ENTRANCE DRIVE 2. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND PAY ,.:.:•. :;: _ NECESSARY FEES BEFORE WORK BEGINS. PC STA. 0+13.20 WEST DRIVE N 81'22'40" W m� r v R = 120.00" 13.20' TAN = 26.39' 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING 1-.•.•. s i DELTA = 24048'22" PROPOSED DRIVEWAY ENTRANCE PROPOSED !iflIEST RIVE :': : :':' PT STA. 0+69.97 '' L = 51.95' FUTURE ALL WORK IN ACCORDANCE WITH THE LATEST RULES AND TO FUTURE SITE SEE TYPICAL CRO S WEST DRIVE DRIVES REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH (FUTURE USE IS UNDETERMINED) SECTION ON SHEE 6V. ADMINISTRATION (OSHA). PT STA. 2+78.02 STA. 2+49.70 WEST DRIVE ' ' ' ' R DELTA = 26*01'27= 125.00' ' ENTRANCE DRIVE END OF PROJECT TAN = 28 4. ALL BOUNDARY AND TOPOGRAPHIC INFORMATION IS BASED " 2+00 1+00 = 56.7 ' S 08°37'20" W UPON A SURVEY PROVIDED BY WK DICKSON & CO., INC. °� 6.15' o5. THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO + i f �. r,.,•. - �,,n "+3•'as.,.-�• c.3 ,-,.�.... F-.�< f-4':,.-.'-s S.,. -G..lx� .`W4' ':"'5:.. I THE N TOR UTILITIES. IT S E CO TRAC S ,: •:-. :� 4 A EXISTING UTIL TI LOCATE EX 5, 0 WEST DRIVE T �STA. 0+00 0 Y>:ry FIELD-VERIFY THE LOCATIONS OF ALL '., RESPONSIBILITY TO T BEGIN PROJEC • .r YS .: 3 s r . - ,t ,. - ;-... K»„ . ... 'Fa.'?.-�Z. :'.. ,�' '.� .r ii..T h h:� J� .. ':k�. •� ".b .. ti � � - � . .� � x � �: � UTILITIES PRIOR TO CONSTRUCTION AND TO NOTE ANY -'..[ : '�. '�k �_t. 'Y.r' -Wiz"''-' -..v'tt-s... �" -F-" "`,4, a. ..1 9• �'t"_ '...".�,`� i( • .,=�..., .-,-ham v^-�-s ,m ems. Ye x.- � XX f .a. � a u ti ✓.. ru"v`+. .>�. ,�t.r:`. Ax ,.ter.-.... .� k a, T. � CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED DURING -�� .� � .�d �-ems .�t�;.,,.u. _ -� L ,•s r.Y Y• , S CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR 4 ry� x 12 AND IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE. NC CALL ONE TELEPHONE NUMBER IS 1-800-632-4949. BENCH MARK PROPOSED 24" CURB STA. 3+19.41 ENTRANCE DRIVE NE8"P E 6. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED - & GUTTER, TYPICAL END OF PROJECT ELEV. = 937.48' OTHERWISE. ?. CONTRACTOR MAY NOT BEGIN ANY WORK IN NCD®T R/W rx. �. WITHOUT APPROVAL FROM NCDOT. RECOMMENDED GUARDRAIL. CONTRACTOR TO SUBMIT SHOP DRAWINGS. - : . 8. PROPOSED USE: CONCEPTUAL OFFICE/RESEARCH PARK FOR REVIEW & COORDINATION NOT FOR CONSTRUCTION PROJECT MANAGER DRAWING SCALE 401 4th STREET SW SUITE 201 RELEASED FOR DATE JJS AS NOTED; PROPOSED SITE ACCESS DRAWN BY PROJECT DATE HICKORY, NC 28602 APPROVALS CADD AUG 2008 Wilk (828) 327-6911 FOR APPROVED BY PROJECT NUMBER BIDDING - - DRIVEWAY LAYOUT PLAN 1 REVISED PER NCDWQ COMMENTS 9-16-08 JJS 80092.00.HID1k`.,w';hKS0NOffice Locations: CCF ASSOCIATES 1, LP & WHITENER REV. N0. DESCRIPTION DATE FILE NAME community infrastructure Consultants North Carolina Georgia CONSTRUCTION , South Carolina Florida HICK $aosz�AYouT.OWc ORY, NORTH CAROLINA REVISIONS RECORD DWG. ;,r: ; ; N Z 7I � -'---_"'-." ^-- ._,.....»..._--.—______..,....�`'• ``^'^'��l"+-"'�"'_ B I r.s X ram•" e ^'— poz zx 00 LIJOW0 TATE BL VD. SOU THEA S T (SR 16,92) o_% ��+M� i /` BENCH MARK UK a .. -_ - -- �-- — - __ i � ° t TTON GIN SPIKE D o cn _W ,� / EDG ASPHALT ELEV .1 z o RI7 \ ' o 1 Q a F EP PAINT \ � } ii �q � A On't,. `'^ • 1 ctq- — cXtSF1KS a"'IJt WATER LRVE _----'----'---- W�JW ti sc — Bozo 1 - - PAIW yzoa Ep PI T =WE> _ __ « 945, a N �,.`�' �' _ _ — _ _ _ _ _ _ ---- —— ._. _._. _ _._ _. — — _._. — —.., — �. — _ — — �— — — — —— — �— — — — — — — Dom _ _._ - _" � - � - -�'� � � � -- - ~ T � Y .._._ _. - - _ - .._- - __... ___ ___. ____ _.-- --a1� �.�� -.-� ��_. _�_ ��4�-_ � _ ��`" `� ` ' - � _ _ _ _ � _ _ _ - -- '- - � � _PROP. YARD INLET #1 (now o ¢ __ _ - _ - - - �� - ..� . •°" , _ _ __ - _ - ._ _. __ _ _ _ '� m °_ ' _ �.� ��. _ -- ` _TOP GRATE __ _941.75 - o w_ __ _ _ -_ - - - - -- __,.. ...__ _. _ _ _ - �_ __ � _._._ - _._. _ - _.._- _ � `-� ,.� 6� INVERT OUT = 937.50 ...•�.-. a.„.<,.... "°'°.,'•°"• «�"... '"°'°'o"" .-�- -- — _.._.. — — .._- .—... �.. .�. �. ._... _.... — ,e �'1,� �..,�.,» ...--�,- �.,,.�, �•^^�•. .�s�"'" '".a'."" _._._ �.. `-...� .,.,� � ��s�sa..�. i$�"� . •'�`/ / RCP ® .(•O O � ...._ � � � SZJd� -- — — W Z � -� `_CONNECT TO EXISTING PROP. 3 1 0 `�' �l� Y oox� / 1 i ( ? _ - _ _ �� __ r - > -� € s 11 ` " = �- - ,- CATCH BASIN + , ` t `l 1 ��' ! `�" F ' 6 RCP o ;t �aoN /WIItk 1 l - -� .INVERT IN = 935.851\ ! r t E k F ;{{k � - -�� 1 I { k \ PROP. CURB INLET #3 �. S _ I I t { { I k ! ! TOP GRATE = 942.71 ® INLET PROTECTION, 1 - TYPICAL l R/� i: � .�. _ . ._' INVERT IN 936.59 ® ! R ° R �.m. ,�>. �w '` I I �C.• 1` PERENNIAL SFb"EAM PER NCD AE£? %�; � � 4 S _ a�' ""�" � � R/ ti �; !. r ( / ; t INVERT,OUT"� 936.39 � R/W I� ; i� v CONTRACTOR SHALL INSTALL _ # PROP. CURB INLET 2 � & MAINTAIN A 100' LONG x TOP GRATE 942.47 1 \ � 'r { I t t• . . % ; r ( r { INVERT IN = 9 7.30 ; 1 i 1:= =;- �y,•. , � 12 WIDE TEMPORARY 1 ` \ ` +; \ ; I { INVERT OUT = 937.00 \ CONSTRUCTION ENTRANCE 1 \ + {.�•�,. :' � ! ! + t 1 r I PROP. 36 RCP 0 1.0% it A P. is -I- f GRAP� I SCALE t , t rn�r a .qs' \� \ t t \ \ r r kk ! ` \ \f / 5b r / / INU. _ 928 55' `� \ 1 + \� \': . . \ \ l 1 , 1 t 1 \ \ •-1 ` \ 'J a f 20 /10 0 f 10 ! 20 40 t ' ;.` \ A `� t S ` i + \ r \ 3 F 1 \ ` I \ ' \ \ r � 1" = 2b' f { !\ \\i \ r\ !� �� \ \i\�,t'�. � r !, 1 RIP RAP INLET PROTECTION rj rL f I r 1 i \ :� 1 1 1 EXTEND 36" ABOVE PIPE s / \ \ E { P { A t \ \� \ ,!\ .� l D€501 = 12 ON FILTER FABRIC As , 96" RCP W/ CAST-IN-PLACE -" � -7 r RECOMMENDED GUARDRAIL.� \ HEADWALL (INSTALL INVERTS , CONTRACTOR TO SUBMIT r \ TOPSOIL STOCKPILE 1 \ 1 1 \+ _ { \ 12" BELOW CHANNEL BOTTOM) `, \ r g 4J8 ,� t 1 \ \ \ \ !. \ r �. . _ \ r , } SHOP DRAWINGS. r \ '� f \ k tNl \ ' \�. . . \ \ \ \ � \ , \r \ \t `,� \! ! a \ \ `' � C TRUCTION E UENCE 1- 9561f k TEMPORARY DIVERSION \ k \ \ ` \ , r \ \ 1 \ r r ®1 / f DITCH, TYPICAL I ; \ Vo , , \ \.... .� \ ! \ \ \ \ 1 ° ! r \: 1 1 f I r k k a \ + \ `, r \ I 1 OBTAIN EROSION CONTROL PERMIT FROM NC DENR. �� 1 t 1 PROP. CURB INLET #4 \ ! ! \ �`� ..il`r'l! + \ �,` �, ! \ \ 1 1 { I 2) OBTAIN DRIVEWAY PERMIT FROM NC DOT. TOP GRATE = 928.12 \ � \ �`1' k 1 I { k 1 t f J 1 INVERT OUT - 923.93 \ • • - . 92`� l e \ k k { 3) INSTALL TEMPORARY CONSTRUCTION ENTRANCE. t •, k k l I l 4) BEGIN CLEARING AREAS AS REQUIRED TO INSTALL ' rt /f k `� 1 _ -1 k �, t l k TEMPORARY EROSION CONTROL MEASURES. INSTALL CHECK 1 I k I DAMS & DIVERSION DITCHES - DITCHED TO CATCH BASINS. " k 5) CONTINUE CLEARING / GRUBBING REMAINDER OF PROP. 1 CP 0 1<0% � \\ '� r \ \ � ��\ � 'cy '�'� \ a` \ .t \ co \ ^ \ `'� ,� ! ! w� �°' �- �... �.. � �' � °�,, .,` '� , / } . . . \o' \ ! �� 941 ti °® '� CONSTRUCTION AREA. t \ \\ r \1 , \ \ \ \ r \ r �` �� \ r,\'� \ ` �, ` 6) INSTALL TOE DITCH AT BASE OF DRIVEWAY FILL SECTION WEST DRIIVE WITH SILT FENCE. �° ` �` \ ` �' �" 7) INSTALL PROPOSED 96" DIAMETER CP CREEK CULVERT WITH HEADWALL, ENDWALL AND WINGWALLS> EMBED t ` _ CULVERT 12" BELOW STREAM BOTTOM. INSTALL NATURAL / TD® , `' 3 t \ �', �, \\ BENCH MARK ` STREAM COBBLES OR EMBED STONE IN STREAM BOTTOM AT / r BENCH TIE PROP. CURB INLET , � \ , �. � � OUTLET FOR VELOCITY ENERGY DISSIPATION. TOP GRATE = 928.125 \ � •'•� ,30 � r � \ \�, f� �_ � ��. �`'•�. IN 8" PINE -` 1 r \ \ �.! , .� ' ` ELEV- = 937.48' '` 8) COMPLETE: ROUGH GRADING- SEED & GRASS ALL / INVERT IN = 923.71 r :� \ i ` COMPLETED SLOPES WITHIN 15 CALENDAR DAYS. / INVERT OUT = 923.51 f \ \\ +',! " r'L \ �� 9) INSTALL PROPOSED DRAINAGE SYSTEM WITH CATCH BASIN & \ PROP. 51 LF OF 15 RCP 0 1.( �"" \ i ! 9 \ : ' -m \ \ ` \ . "� TEMPORARY INLET PROTECTION. FES INVERT OUT = 923.00 ��" \ 1 \ \\ \ 4 z :: ': ?t•,.:_ \ r \ \ \ \ RE�OMME�N1h2DRAIL. t� » _---" r TRACTO \TOMIT " �, \ \` \ \ .::;- `� \ \ \ \ SHOP RA QSr\ \\ t ` PROP. SILT FENCE,` `� . 10) INSTALL PROPOSED CURB & GUTTER. 100 LF OF 96 0 RCP 0 0.35% '� \ \ + \ \ = \ \ \ \ \ i\\� \�"\ ~,� TYPICAL \ INVERT IN 1' BELOW EXISTING \ \ ! ! \ i \ \ \ :`�'�,::: �::::�'' \ r \ \ \\r \r CHANNEL \�r \ \ \ \ � -•-��\��'-;-••'--•`\�•=• \ r` \ \ \ \ \\\\ \ \`\ `, `�.,, � `' 11) BACKFILL & SHAPE SHOULDER AREAS BEHIND CURB LINES. \ SET INVERT IN MIN.BEFORE `\ � �.. `, � 12 INSTALL STONE BASE. YOi! \ 36 BELOW INVERT OUT OF �,.� •�.,,.,� ! . � 1 \ \'i::. '.'.\\.� � \ \� \ �� `�` ``' •... ::::::. \ \ EXISTING NCDOT BOX CULVERT + \ \ r t t �� \\ ,` \ \ r \\\\ \ ,` w, 13 INSTALL PAVEMENT SURFACE. I :::.. ST%p \ APPROX. INVERT IN = 914.90 �'' �,�__.__�.'•._ �\ , t \r\ \ << � .,� ,� ) i APPROX. INVERT OUT = XXX�Ot RIP RAP DITCH WITH _ ' REMAINING DISTURBED C ' g <� LOW IMPACT ENERGY - ' - � r \ \ \ \\\ \ ,\ ` ` \\ \ - e 14) SEED GRASS & RESTORE ALL PLC. ALL 3:1 SIDESLOPE, 1 DEEP , { ' 4 �e \ , \r\ \ - , " i - •_.• • �•-•- �\ \ \ � � r \\\ \ ` �� ''o, �''-,,. AREAS EROSION CONTROL MEASURES SHALL BE REMOVED D50 = 9 ON FILTER DISSIPATER USE 1 ;: \ _. ::. ��! \ \ , r \\\\ \ AS DIRECTED BY THE ENGINEER AND NC DENR. 7' L NATURAL STREAM COBBLES NEIL ! FABRIC TO EDGE OF " �. . :=.�\ \ WETLAND OR IMBED STONE (D150 = 12 ) ��• t• . • . \ \\\ \\� \ \ - IN STREAM BOTTOM - 15'LX15'W A\\% BEYOND CULVERT OUTLET .'' r .� FOR REVIEW & COORDINATION NOT FOR CONSTRUCTION A. :11 is,ffte PROJECT MANAGER DRAWING SCALE 401 4th STREET SW, SUITE 201 RELEASED FOR DATE JJS AS NOTED yPROPOSED SITE ACCESS DRAWN BY PROJECT DATEWM HICKORY, NC 28602 APPROVALS CADD AUG Zoos (828) 327-6911 FOR APPROVED BY PROJECT NUMBERE)I 0 BIDDING 943.16 1 REVISED PER NCDWQ COMMENTSGRADING AND EROSION C"ONTROL PLAN 9-16-08 JJS 80092.00.H1 ;`KS Office Locations: CCF ASSOCIATES 1. LP & WHITENER CONSTRUCTION " 4 REV. NO. DESCRIPTION DATE FILE NAME community infrastructure consultants North Carolina Georgia = �' HICKORY, NORTH CAROLINA REVISIONS soos2_cRADINc.DWc South Carolina Florida RECORD DWG. '+ �` f , ' , f ........... ______i----------- ------ z —7 -------------T- U0 ------ z Z ------- z z --------------- ------- oz� -------- ------------ 00 ------------- 985 W UJ ;rzy -T------ _7 -------- -------- 936 936 ---------- __'..____'___T__________1--------- -------- ------------ ----------- 7- ----------- ------------ --------------- ------------------- -------- (0,-z .(A4_410w 4 i. - om=> _T 4 z -HJ( 0 + .................. Ye% 9 75 P 1_:Ln 0: ....... -2 in CL ------------- 42i76 0�zo ----------- 933 933 --------------- (L ---------- --------- z il. _J_ r —----------------- f%-Zo=I W50 ------ ------- CENTER _j FX 0 0 )WA� �!Oow -------- ---------- RO f T_- ------- ------ -00-4.00- -----v1C___._!---- ------ ---GRA wjw5 AT z Z: 965 1(.,)z 0:3 ----------------- ------- -------- L�__________�...... - ----------- 930 930 r)i 9N -4 -------- -------- ------ -------- e" A 0 _j to _J00 C14 _T M. -------- ---------- _jw ----------- ---------- ---------- ------- -------- --------- z + —-------- -�*------------- ------- _4_ 955 (n (j V) Z 0 --j 927 IW8 0 927 7— w ------- z F:co w 0 ------ ---------- 00� I y Ix 0- Ld ----------- J 96" DIA. �Cp ....... ------- --13UPR-Y-.--CaV-ER-T..1.1-2"- TYPICAL ---------------- z F ------ E 945 OZ (2p< ------- lox---------- ------- ---_-- 924 924 I= 6 w ------- 77-7 ---------- X Z w ------- ---------- 6707 owz=) --------- 0 MMML.- �.c z ----------- 00 ----------- ---------- ---------------------- 000 ---------------- ------- -------L ------- ------------ ------------- ---------- ----------- ----------- --------------- -------- 935 ---—------- -------- ------- 921 921 ------------ ----------- i —4— Or ---------- --------- r ---------- t 4-- ------ ---------- ---------- 918 918 ------------- ------- GROUND r r INV 915.5 ------------- ------- ----------- --------------- ------- 5 ...... 91 ---------------- -------- ------- L 915 915 ------- ---------- --------- PIPE I V 914.5 --------- ------ -INVERTS SHOWN ARE AT-- -------- CENTERLINE OF ROAD ----------- 912 ---------- ------ ----------- --- ---- 912 ---------------- ---------- ---------------------- -------- ------ C; USS SEC"""' "%-B i �i b —T I i i 1 10' HORZ. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 1 3 VERT. ENTRA N E Lrj%R I."y E PRU"kF11LE_ 1" = 20" HORZ. 1 10' VERT. 975 ------- 936 F— T ----------- -34 ----------- ------------ GUARDRAIL, 1 TYP. -------- ---------- 26' 965 -------------- V%O 933 _T_ 9 3 3 ------- 21 :STA-- ------- FLE T FINISHED GR ADE ---------- -IM7 ------------- 955 ------ 930 -------- 930 — ..... ------- 2 MAX MAX ---------- ------ 1 CAST-IN-PLACE ley ---------- ---------- 945 CONTRACT6R. T0 ------------- 927 t ------- ---------- UBMIT SHI OD ------------------------ v ------ 96" DIA. CLASS IV IN L V) --w nE ------------ ------- -T-0- EM -GR ------r C > SflNG� ADE 1= ME 935 M� A 924 Wff 924 4-------- < T t I 4. ---------- L ------- ---------------------- ------------- IN ------------ ------------------- ------ 925 -LOW NERGY IM15ACT ........... 921 921 + ER-USE DISSIPATI —--------- ------ ---------- RATURALSTREAM OBBLES =h A! i r- _T V-11 I R f-*v L.M I T Typ ------ 0 STONE (D 12") ----------- BUJR 0 v n V�T-4-2 I GAL---- Off- 5 W .......... —--------- ------- ------- -------------- --- --- ---------- 915 ------- PROP 8 ET 918 918 �4--- ................ --YEAA--T -f - -,nZ7W- T tOOD Ut ------....... _TT7 IROP. 7 t ----------- ------ 905 ------- 915 915 ........ ------------ r 00 Uj W PIPE 7,R 4-- ------------ INV 914. 895 912------------------- 912 - 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 t...... ......... 'ULV A A 90 E A—A AM L; E R "RIVE PROWILE 9L-- WEST lu U 1 to = 20' HORZ. 1 10' HORZ. 1 = 10' VERT. 1 3' VERT. AS NOTED 0 S E D SI ACCESS POPROJECT MANAGER' DRA"NG SCALE DATE 401 4th STREET SW, SUITE 201 RELEASED FOR Jis HICKORY, NC 28602 PR' L DRAYM By PRMCT DATE APPROVALS 6 wM (828) 327-6911 ENTRANK;E rU%rK%10'v'OE PROFILE CADD AUG 2008 FOR 1 REMSED PER NCDWQ COMMENTS Jis 80092.00.Hi CCF ASSUOCIATES 1. Ur APPROVED BY PROJECT NUMBER I A0"*6'KSr"%N Office Locations: BIDDING & WHITENER CONSTRUCTION WEST Lw)"RIVE PROFILE REV. NO.1 DESCRIP11ON DATE FILE NAME community Infrastructure consultants North Carolina Georgia HICKORY, NORTH CAROLINA + T LLL V0092-GRADING.DWG South Carolina Florida RECORD DWG. REASIONS -------------- --------- -- --------- y�y Q FOZ 5LI9 ZI—d W oz§ _ 00 Iwoo -Z� 5'_0" 4 W SHOULDER _ 5'-0" 30" CURB & GUTTER SECTION SHOULDER HAND FORMED OR EXTRUDED o 12'-0" 6'-0" 24'-0" 6" 4000 PSI CONCRETE 28 DAYS o=00 1 LANE ENTRANCE ISLAND 2 LANE EXIT 0�O ��- PAVEMENT 90 Z o " 3' 3' " �� 1/2" SURFACE 0 2-6 STANDARD 2—0 SPILL CURB W Q.-)N w 71 o CATCH CURB & & GUTTER, TYP. n a i W o g W GUTTER, IYP. ixiw= 6" e a " LU 2" S-9.5b ASPHALT2" S-9.5b ASPHALT 2 ° T'• — EXPANSION n o -I-YFy� ..- �=COw 2.0% 1 " \� JOINT �vwm 2 �1-- oa 30 000 2.07 SLOPE 2.0% SLOPE 2.0� a W 1 / �� \ 4. ROADWAY PAVING a: oo � /\// SECTION �/IEUIO TERMINATION DETAIL zw=m %\/j�� GRADE POINT OF PROPOSED CENTER LINE OF PROPOSED (ENTRANCE DRIVEWAY 8 STONE BASE TYP " , . �, owoJ VERTICAL ALIGNMENT — SEE GENERAL NOTES' PROFILE v�a'i Yzo< 3 o z w 1. CONTRACTION JOINTS SHALL BE SPACED AT MAX. 11Y (INTERVALS, EXCEPT THAT A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN o CE DRIVECR BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE Oil< —� w �WZ� ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLE CRACKING. NOT TO SCALE a 0 Y z 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER 0050 APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2 SHALL BE OBTAINED. 3. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER. STANDARD FRAME, GRATE, & HOOD 4. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT TO ALL RIGID OBJECTS. VULCAN MODEL V-40 0-1 FOR 2' CURB AND GUTTER PAVEMENT I IT ND T (2) #4• BARS WIM. NOT TO SCALE_(3) #4 BARS VERTICALLY IN . STEPS I EACH CORNER 6" O.C., I MIN. 3'-0" 11 I SEE DETAIL II ( I CONTRACTOR SHALL INVERT IN I HAND FORM CONC. FILLET FROM INVERT SEE PLAN FOR I . .' "` I IN TO INVERT OUT SIZE AND MATERIA 6" 12' DECELERATION LANE OF PIPING SEE PLAN FOR SUPERELEVATION RATES 6 -8" WASHED #4 BARS AT STONE BEDDING 6" O.C. EACH WAY EXISTING GUARDRAIL FUTURE 4' PAVED 8' SHOULDER RELOCATE AS NEEDED NOTES: WIDENING SHOULDER 2" S-9.5b ASPHALT 1. INVERT OUT SHALL BE 0.2' LOWER THAN INVERT IN FOR PIPES 30" CURB & GUTTER SECTION BY NCDOT SURFACE OF EQUAL DIAMETER. PIPE CROWN ELEVATIONS SHALL BE SET HAND FORMED OR EXTRUDED 6" TO THE SAME ELEVA71ON FOR ALL PIPES OF DIFFERENT DIAMETERS. 6" 3000 PSI CONCRETE AT 28 DAYS 3" b 2. CONTRACTOR SHALL THOROUGHLY COMPACT ALL FILL MATERIAL PAVEMENT ASPHHALTALT AROUND CATCH BASINS TO 95% STANDARD PROCTOR. $� p�. " R. SURFACE SLOPE SEE PLANS SEE PLANS 3. CONTRACTOR SHALL HAND FORM FILLET FROM INVERT IN TO N 2'09° 2 INVERT OUT TO PREVENT PONDING OF WATER. \ a SUBGRADE COMPACTED T /�/i ��i� 4 PRECAST CATCH BASINS SHALL BE DESIGNED FOR v 6 1/2" 0 /� ./ 4 " _ _ H-20 TRAFFIC LOADINGS. a 6 100% STANDARD PROCTOR �_�iiii�_� _� i_„ 1111 III;111;111 111 111-ill;, \ — 8" STONE BASE ��\/ 5. PRECAST CONCRETE"CATCH BASINS SHALL BE AS —� MANUFACTURED BY TINDALL , D & M CONCRETE" 'MAD'MAD" 30" OR APPROVED EQUAL. DECELERATION. , LANE -SE.CTI ON STANDLFLD NOT TO SCALE CURB INLET % 0D' SPILLGUTTER 2" S-9.5b ASPHALT NOT TO SCALE NOT TO SCALE: TACK COAT 3" 1-19.0b ASPHALT 8" 4'-0" SQUARE 8" CONCRETE RECOMMENDED GUARDRAIL. _ ® 12"O.C.E.W. SLAB TOP CONTRACTOR TO SUBMIT I I I=1 11=1 I I I 11=1 I l= 1=1 I I 1 ,I I 1=1 I I ,III-1 SHOP DRAWINGS. I— ► I=� III.-1 11- 11— — i ( I I 24"0 MANHOLE 48" x 8" OPEN ACCESS COVER THROAT EACH 8" COMPACTED THICKNESS 8" BRICK, 24' FACE TO FACE 12" DEEP TOE OF FILL SECTION AGGREGATE BASE COURSE BLOCK OR SIDE, TYPICAL DITCH — 2:1 SIDE SLOPES — SEE COMPACTED SUBGRADE PRECAST to TOP ELEVATION AS GRADING PLAN FOR LOCATION (100% STANDARD PROCTOR) CONCRETE --- LABLED ON PLANS 5' OF DITCH LINER WIDTH EXISTING T ��%��%��%��%��%�,� ;��!,��!i��!i��!i,�!i��!i�% 3' 2,0% 2.0% 3. GRADE NOT TO SCALE 11E TO EXISTING— XISTING MIN. SLOP OPE MIN. 2 GRADES AT MAX —11 2:1 SLOPES, TYP. 1 2 �: _____ 6" CONCRETE BASE SLAB --'"` GRADE POINT 12" —I " 2 S-9.5b ASPHALT _...�- CENTERLINE OF 'a PROPOSED ALIGNMENT 30" CONC. C & G 8" COMPACTED THICKNESS SET INVERT OUT 0.20 FT. LESS TYPICAL BOTH SIDES TYPICAL PAVEMENT SECTION AGGREGATE BASE COURSE THAN LOWEST INVERT IN 2" S-9.5b ASPHALT _----_ _ 1�011=S: _ _ LE 1. SEE ROADWAY PLAN AND PROFILE FOR VERTICAL ALIGNMENT AND GRADING INFORMATION. I I=1 (—I I (—III-I I—�-I i-I I=I (-I I=I I—) i—�I I- NOT TO SCALE: 1= 11= 2. SEE CURB DETAILS FOR CONSTRUCTION STANDARDS OF CURBS. '_� ' COMPACTED SUBGRADE (100% STANDARD PROCTOR) WEST DRI YE -TYPICALCROSS-SECTION NOT TO SCALEMEDIUM -DUTYT RD001 NOT TO SCALE FOR REVIEW & COORDINATION NOT FOR CONST RUC'110 ;l`sIi t.F, PROJECT MANAGER DRAWING SCALE 401 4th STREET SW, SUITE 201 RELEASED FOR DATE JJS AS NOTED ,HICKORY NC 28602 _DRAWN BY PROJECT DATEWK APPROVALS PROPOSED SITE ACCESS CADD AUG 2008 (828) 327-6911 F®� JJS 80092.00. APPROVED BY PROJECT NUMBER BIDDING ASSOCIATES 7 REVISED PER NCDWQ COMMENTS 9-96-OS H1 Office Locations: I e LWHITENERCONSTRUCTION DETAILS REV. ND, DESCRIPTION DATE FILE NAME community infrastructure consultants North Carolina Georgia CONSTRUCTIONCCF f REVISIONS 80092-DETAILS.DWG South Carolina Florida f _, 3` .: RECORD DWG. HICKORY, NORTH CAROLINA GENERAL NOTES: d END SECTION TO BE USED ONLY WHERE SHOWN ON PLANS OR w X w3i2AT LOCATIONS AS DIRECTED BY THE ENGINEER. ENDWAL.LS 0 HUB END ON OUTLET END - K TO BE PLACED ON FLARED END SECTIONS OF PIPE ONLY WHERE zoa - SECTIONS. SPIGOT END 6" SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. ALL Z(ni= ON INLET END SECTIONS. CORNERS TO BE CHAMFERED 1". CLASS "B" CONCRETE SHALL 0 Z 3 r r-I BE USED IN ENDWALLS. FLARED END SECTIONS ARE NORMALLY W"Wz�e I I USED ON PIPE WITH SKEW ANGLES BETWEEN 75" AND 105 oxFILL SLOPE COMPACTED BERM I I I 4' SCOPE W � EXISTING DITCH I _ N z SEED & MULCH 2e_0" I ' pz� I ( _ AFTER CONSTRUCTION MIN. (WIDTH VARIES)0 �. ono -� 11= 2 x -- - - -- - - -- - " x �' SC®pf 1:1 SLOPE ou <� —1 1 (=1 I — FLOW 12" MIN. 00 M Z a - 2 = _ - 'i,/i /i\//\//\ -- - - .-,'- NORMAL FILL ��'� �/\ t° /\/ s W -1� SLOPE 50 \ \ M�W= � 6,-0" TYP. Wzx zoo EROSION CONTROL MATTING /\/ \\ / � /f``f STEEL BACK ROD I ' END sEc11oN ; :.`:`: ismE> SEE GRADING PLAN FOR \// \/� I I I CULVERT ism /� s. y•.i•.. V W m SPECIFICATIONS I I gg25o ELEVATION I Zw NATURAL GROUND LINE 1_i—I Zoom PLAN SLIDE DETAIL VOWV u 4SFmW T 1-1 IT SI T L I N.C.D.O.T. CLASS 3:1 SLOPE G -DIA. OF G o W o m B EROSION C B CULVERT Y m a a NOT TO SCALE CONTROL STONE 00 N " OZ W �,,,, g o QQUZ FLOW '- ____ r®_ f h d"17- 1 , a II Q 2 o ��\��\\ \\ \i�\ice\i\\i\\i\\ice\ice\i�\ice\ice\��\ice\ice\ice\ice\ice - _ _ av�z :�- o s BAR OR STEEL FABRIC I R SECTION REINFORCEMENT L__ _ ____ _ ( STEEL SIDE Ron _ COMPACTED BERM ,!K J � �� E FILL SLOPE SEED & MULCH 2a_0" F L ~ - AFTER CONSTRUCTION MIN T I SECTION—xx 11I — FRONT' ELEVATION I(.II- FLOW 12" MIN. - - 1 NOT TO SCALE - 41111— - E0002 RODS IN FLARED END SEC11ONS END SECTIONS DIMENSIONS 2 PIPE N0. DIM. OF RODS REINF. FABRIC F �A /� /��// 1 m z //\ ./i./i./i./i./i./i /i./� //,� DIM. LBS. " " " a " " " / /\ \ / /\/\/\/\/\/ \/ /\ DIA. A B C E N //\//�/\\ " " " 12" 4" 2'-0" 4' 7 8 2'-0" 6s 7 8 12 2- x4 0 SIDE RODS 3.008 18 -2x8-W2.1xW1.7 W-0" TYP. 15 2- x4 -0 SIDE RODS 3.008 18 -2x8-W2.1 xW1.7 15 6 2-3 3-10 2-6 6-1 18" 2- x4' -0" SIDE RODS 3.008 18"-2x8-W2.1xW1.7 18" 9" 2'-3" 3'-10" 3'-0" 6'-1" 24 2- x6 -0 SIDE RODS 4.512 24 -2x8-W2.9xW2.9 24" 9 1 2" 3'-7 1 2" 2'-6" 4'-0" 6'-1 1 2" SEED & MULCH CHANNEL 30 2- x6 -0 SIDE RODS 8.016 30 -2x8-W4xW2.9 30 1 -0 -4'-�6 1 -7 3 4 5-0 6-1 3 4 AFTER DIGGING DITCH NATURAL GROUND LINE 36 2— x8 —0 SIDE RODS 10.688 42 -2x8-W4xW2.9 36 1 -3 5-3 2-11 3 4 6-0 8-1 3 4 42" 1'-10" 5'-3" 2'-11" 6'-6" 8'-2" 36 2— x6 —0 BACK RODS 8.016 48 2—1 6'-0" 2—2 7—0 8—2 IEbdEQEAEY ILT DI I ITC NOT TKO SCALE STEEL POST STANDARD REINFORCED CONCRETE FLARED END SECTION— WIRE FABRIC NOT TO SCALE FILTER FABRIC M mom — �1� �t�EE� , Q O� I�- EXISTING o M �w'/ -)I r GROUND ANCHOR THROUGH NETTING I f =1+ LINE N �- �G SEDIMENT LOG y COARSE AGGREGATE- q"I ANCHOR FABRIC �� ' STONE SIZE = 2"-3 AS SHOWNAli SEE DETAIL 2/4 Z ANCHOR THROUGH NETTING .-/�.r _ SECTION OMAX.) S ,M/ J. VARIABLE AS DIRECTED BY THE ENGINEER 10' MAX. l N ,. t;{f�.r,+'-•Jr TOP AND SEDIMENT LOG V fyr �� lfx v Y v { ;/f'�i r9 WRAP GRATE IN BOTTOM STAY WIRES, ANCHOR WIRE FABRIC SEE DETAIL 2/4 r,`tfr rl r y rare FILTER FABRIC STRAND 12" SPACING TO POST WITH MIN. 4 F STORM SEWER MIN. 10 MIN. 14 GA. FENCING STAPLES PER POST , �E l i N u V y r..- CURB INLET ,' F` S GA., TYP.® _ cn SECURELY - TE R GR L T U CTTI TR C tr N W ANCHORS in NOTE: 1 s X 1 X 30" WOODEN STAKES ARE NOT TO SCALE FABRIC TO J RECOMMENDED FOR 6", 9". AND 12" SEDIMENT LOGS. ECO04A Z Z_ WIRE WITH `i STORM SEWER r c.f1t \GP�1 WIRE TIES t; DROP INLET j w ` 1 a X 1 $ X 48" WOODEN STAKES ARE � RECOMMENDED FOR 20" SEDIMENT LOGS. • -c.. -t - 7 Gip r SEDIMENT LOGS T. r \/ r CURB INLET PROTECTION a ` NO SCALE GRADING NOTES ;�//�/�./i' /i./i./i./i./i./i //,�//,./i✓�� .\/�\//,�//../�./��//,./i./��//�/1 �/��//, /.�//,�� r ..4, 5 MAX. WIRE FlLTER FABRIC TO BE o w N REFER TO SECTION 02110, 02210, & 02222 OF THE SPECIFICATIONS FABRIC MESH POLYPROPYLENE NYLON, I O y SEDIMENT LOGS COMPACTION & TESTING SEQUIREMENTS: � OPENING SIZE POLYESTER OR POLY- �° N°- = 36 SQ. IN. ETHYLENE YARN OF SEDIMENT LOGS MANUFACTURER TO BE WOOD STAKE, ELM VIEW i:r: ?i WOOD STAKE STRIPPING: UPON COMPLETION OF STRIPPING OPERATIONS, PROOFROLL THE EXPOSED APPROVED BY ENGINEER SEE DETAIL 3/4 /Jj J; ;t WOOD STAKE SUBGRADE WITH A LOADED DUMPTRUCK WITH A MINIMUM LOADED WEIGHT '1 STORM SEWER -', ! r,,,• ,, t, 7 i .'"' _,, DROP IN pN` ' r t fi ' y / WOOD STAKE TO ONLY OF 2® TONS. ELEVATION G� WOOD STAKE TO ONLY r�) ` ✓ # i PENETRATE NETTING PENETRATE NETTING FILLING: PLACE FILL MATERIAL IN LOOSE 8" LAYERS AND COMPACT TO 957 STANDARD c� r% % =`' < `' SOIL PROCTOR (100% FOR BUIDLING PAD AREAS) WITH THE UPPERMOST 12ti," OF SEDIMENT LOG �J�FP ,'s r r !'< j SURFACE rr H FLOW MATERIAL COMPACTED TO 1009� STANDARD PROCTOR. NOTES: __ fi r t 1 1 "x FLOW c Yit 1. k.. .le r �r _ `r il,i �\\a`\'. vi. .0j, i 1 •♦r '"\j r!:i;\,./'\•7,/ ,r"),j/' '1. THECONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOVING AND ;:�.. r . � ,:�`� •�,,\ �.;-:'4�;> ;\�-: �..'> ::t r ` TEST P 0 LIAR BUILDING PAD AREAS: ONE DENSITY ST PER 5.00 SQUARE t COMPACTION TESTING: BU p ` �§;,, er .r' `�,"1 x 7>;e„. 7•.=:.r�`v-. ' 'F7" . ` ' 1 t� DISPOSING OF SILT ACCUMULATIONS AS DIRECTED BY THE ENGINEER. FEET OF FILL PLACEMENT, PER ONE FOOT OF FILL MATERIAL FILTER FABRIC SHALL BE REPLACED WHEN IT HAS DETERIORATED TO SUCH ;, � ., d z , � ,;, :.,. .,� `'; ; ,\• �``' - ' EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE SILT FENCE. ^' r r i Tl 1 • � \ �' PARKING AREAS: ONE DENSITY TEST PER 10,000 SQUARE FEET OF FILL PLACEMENT, y r � u ,< I.' ;:t PER ONE FOOT OF FILL MATERIAL. :' r'` z 2. FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH (0 209b MAX. • ELONGATION) OF 30lbs/LIN. IN., WIRE FABRIC REQUIRED. BORROW AREA: THE BORROW MATERIAL SHALL BE CHECKED FOR SUITABILITY FOR COMPACTION >!. 'a r AND APPROVED BY THE SOILS TESTING LABORATORY. ALL BORROW MATERIAL 3. IF EXTRA STRENGTH FABRIC IS UTILIZED (MIN. TENSILE STRENGTH = " SHALL BE AT THE CONTRACTOR'S EXPENSE. 50 Ibs/LIN. IN. 0 MAX. 207. ELONGATION), WIRE FABRIC IS OPTIONAL, SEDIMENT LOG MAXIMUM POST SPACING = 6 FEET. DROP INLET PROTECTION jib E DE?AIL 2 STAKE DETAIL 3 SUBGRADE FOR STONE BASE: THE SUBGRADE SHALL BE PROOFROLLED IN THE PRESENCE No SCALE 4 4 No SCALE 4 OF THE ENGINEER USING A LOADED DUMPTRUCK WITH A MINIMUM LOADED WEIGHT 4. POSTS SHALL BE 1.33 Ib/LF STEEL, MINIMUM, UNLESS OTHERWISE No SCALE OF 25 TONS. APPROVED BY ENGINEER. STONE BASE: STONE BASE SHALL BE COMPACTED TO A DENSITY EQUAL TO AT LEAST 1009� ' LOG I T EIROMEMIQ OF THAT OBTAINED BY COMPACTING A SAMPI E OF THE MATERIAL IN ACCORDANCE NOT TO SCALE WITH AASHTO T180. THE THICKNESS OF THE BASE SHALL BE WITHIN A TOLERANCE T IL OF PLUS OR MINUS 0.1' OF THE BASE THICKNESS SPECIFIED ON THE PLAN NOT TO SCALE ECWI FOR REVIEW & COORDINATION NOT FOR CONSTRUCTION _ t. W$V PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE \` JJS AS NOTED 401 4th STREET SW, SUITE 201PROPOSED SITE ACCESS DRAWN BY PROJECT DATEwM HICKORY, NC 28602 APPROVALS CADD AUG 2008 (828) 327-6911 FOR APPROVED BY PROJECT NUMBER BIDDING WHITENER 1 ET 1 REVISED PER NCDWQ COMMENTS 9-16-08 JJS 80092.00.Hi Office Locations: CCF I TES I, L REV. NO. DESCRIPTION DATE FILE NAME community infrastructure consultants North Carolina Georgia CONSTRUCTION REVISIONS 80092—DETAILS.DWG South Carolina Florida RECORD DING. ' % r ', '^ HICKORY, NORTH CAROLINA Ln PERMANENT a SEEDINGL I T Ps DEWA,fERwc 1ZU U-3 �oZ Seeding Mixture zZa , oZ Species: Rate (lb/acre) CONCRETE V O )i N� �' W UO 9 X Z Y SEDIMENT LOGS EXISTING DITCH Tall fescue 1®® WOOD STAKE W ME! ®® T� (WIDTH VARIES) Sericea lespedeza 20 o~ WOOD STAKE TO ONLY W` "W W`` pQs�°•�°° s vw,'Zrr off I,' PENETRATE NETTING \ \ \ W Korean lespedeza 10 ==W 3B Redtop 5 � ,` Y ,; SOIL §e e.• o= �-��` Kentucky bluegrass 5 �o FLOWr it SURFACE , _ °3 a• O s 4 e t °•O Y :... •TILL .'=f.. / note,• Seeding F / ro ro 0.x" a se• e'o ode'e O 0 e •e e00 • o•O °•00 O �• O°q• O qe g•�qq O O p_ / JA d� 0 a ` C� AAug.9• 1se unscarifedseed for seric a les a ezaIR BLANKET ae e 0e10 •9 a ` F me 0 0• 1p J viW�aw_ LANDSCAPE STA LE _. CO _ .o / a O za `-Z 8'• ants eee LII'Se I eoe. 0 N P o ee•oO e a U oS 0 oa 's lb/acre acre� 2 1 add 10 b acre German millet or WO a1 and Aug.Au 5 Between Ma y °�° e eeo Ow \ g / a e y o 8 0 Q _ o P .eq W o° after Aug. e r (grain). It W i o Ma 1 or a u 15 add 40 lb/acre ac Sudan grass. Prior t ° 4 = 9 / Ye ,e tY Y fn b O Z o W- H O 0 0 ob•4 o ° o e •o•o. <. LOLL°. o O erased the .$.e• ro ro ro a grosses in r OV o lent the s late summer and $• ° a e $ e $ o may b e beneficialt ° eo °•eo° y 9 e o °o o° °q.p O•op°o °o0 o roe° o q.° H 0 0 0 O Z d I ELEVATION SECT ON i March. w fi lea edezas n P w cc VW in o r J O a O O �� dates a 0� Seeding ��z� TEMPORARY SILT CHECK DAM /\ 5 ... Best Passible 2:1 SLOPE, GRAVEL FILTER ?000 NOTE REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT Below 2500 ft`° Aug. 15-Sept. 1 July 25-Sept. 15 NOT TO SCALE STAPLE PATTERN RECOMMENDATIONS FOR INSTALLATION.'606 o Mar. 1-Apr. 1 Mar. 1-May 10 ^�Wmw ISOMETRIC VIEW ZJ=m Above 2500 ft. July 25-Aug. 15 July 15-Aug. 30 V)oX_1 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER,Y a d Mar. 20-Apr. 20 Mar. 5-May 15 AND SEED. 00_0 YW -j 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDE TRENCH. Complete seeding earlier in the fall, and start later in spring on north and TEMPORARY -WIRE SCREEN BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. east facing slopes. SEDIMENT DEWATERING pQ a 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE POOL - Soil amendments ;Wok AS REQUIRED PER PLAN 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED Wrni APPROXIMATELY 2" OVERLAP. Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground eo O ai;Yz 5. WHEN BLANKETS (MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE agricultural limestone and 1,000 lb/acre 5-10-10 fertilizer. 2 MAX° ;' o 0000 STYLE) WrrH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY I APART. Mulch •a!!!-!!!-)I!_ PROPOSED ROADWAY 96" DIA. RCP GEOTEXTILE FABRIC INSTALLATION Apply 4,000-5,000 lb/acre acre rain straw or equivalent cover of another suitable NOT TO SCALE PP y / g q SEDIMENT mulching material. Anchor mulch by tacking with asphalt, roving or netting. + DROP INLET Netting is the preferred anchoring method on steep slopes. NTH GRATE Maintenance PIPE BACKFILL _ Mow no more than once a year. Refertilize in the second year unless growth SECTION �/IEW PER MANUFACTURER'S - -I I I_I //�j �j/�j/ ( ( I=) I I_I I ( STREAM INTAKE PIPE is fully adequate. Reseed, fertilize and mulch damaged areas immediately. SPECIFICATIONS - - \2\ �2\/ ( � I-i I {{ PUMP L I T EROECTION 1= III- NOT TO SCALE 7 .. . ECO07 TEMPORARY COFFER TEMPORARY SEEDING SCHEDULE _ SUMMER 4' DAM (SANDBAGS) ECO1OB -III = •`•' �:•�•:. .BURY PIPE INVERT BEDDING/BACKFILL WITH #57 STONE = ' 1' f 2 Seeding mixture OR MANUFACTURERS _ SPECIFICATIONS DISCHARGE Species Rate (lb/acre) =1 I I-III-III=III-III- III-{ I I-III-III-III-I PIPE German millet 40 3 3 TYP°) CULVERT TRENCHING DETAIL CULVERT In the Piedmont and Mountains, FILTER FABRIC a small-stemmed Sudangrass may be 1 � TOPSOIL/DEBRIS eRls 1 substituted at a rate of 50 lb/acre. * f PILE FILTER FABRIC NOT TO SCALE STOC // Seeding dates / Culvert size Material Length (ft) Inv In Inv Out End treatment EXISTING GRADE 96" pia. RCP 94 914.9 914.1 PROJECTING Mountains - May 15-Aug. 15 _ _ CULVERT Piedmont - May 1-Aug. 15 CLASS IV FROM FILL W/ OPTIONAL ENERGY Coastal Plain - Apr. 15-Aug. 15 SLOPED END SECTIONS DISSIPATER a SEE DETAIL FOR INSTALLATION OF FILTER FABRIC NOTES: Soil amendments Follow recommendations of soil tests or apply 2,000 lb/acre ground NOTE: STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. 1. A MINIMUM OF 2' FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH MUST BE ALLOWED FOR agricultural limestone and 750 lb/acre 10-10-10 fertilizer. STOCKPILE SLOPES SHALL BE 3 : 1 OR FLATTER. COMPACTION OF FILL MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY ROCK AFTER THE PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6'. FILTER UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER 'TYPICAL S•T • QKPILE. DETAIL THE PIPE HAS BEEN PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF Mulch NOT TO SCALE MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE AND Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, THOROUGHLY COMPACTED INTO PLACE. netting or a mulch anchoring tool. A disk with blades set nearly 2. ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 957 OF STANDARD PROCTOR PUMP DISCHARGE straight can be used as an anchoring tool. OR TO MANUFACTURER'S SPECIFICATIONS. ENERGY DISSIPATER THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100% OR TO MANUFACTURER'S SPECIFICATIONS. Maintenance LENGTH 3. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. Refertilize if growth is not fully adequate. Reseed, fertilize and mulch TEMPORARY COFFER DAM immediately following erosion or other damage. 4. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL OR TO MANUFACTURER'S AND PUMP BYPASS DETAIL SPECIFICATIONS. NOT TO SCALE STORM DRAIN PIPE RIP-RAP; APRON USE FILTER BAG FOR DEWA7ERING THE WORK AREA 1 WELL VEGETATED AREA DISCHARGE HOSE E SI CONTROL DEVICE MAINTENANCE NOTES: DISCHARGE HOSE CLAMP CLAMP FILTER BAG 1. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND PLAN_ FILTER BAG CLAMP REPAIR OF THE EROSION CONTROL DEVICES UNTIL CONSTRUCTION IS INTAKE HOSE WELL VEGETATED, GRASSY AREA PUMP COMPLETE. INTAKE HOSE ELEM9H VIEW 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED SLOPE = OX TAILWATER WELL VEGETATED, GRASSY AREA CLAMP PUMP FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING PLAN wg, RAINFALL BUT IN NO CASE LESS THAN ONCE PER WEEK. FLOW 3. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL STORM DRAIN PIPE - - - - - -- - -- - 1. FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEO7T MLE MATERIAL SEWN IMTH HIGH STRENGTH, PRACTICES AS DESIGNED. DOUBLE STICHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE of TRAPPING PARTICLES LARGER THAN \ \\/\\/\\/\ 150 MICRONS. ��\�l i /,�\/.:.... 1.....�_. �} /�.`i-A>11 2. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES 4. SEDIMENT IS TO BE BE REMOVED FROM THE SEDIMENT TRAPS, BASINS ' MUST BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL. SPARE BAGS AND INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. APPROXIMATELY 50% FILLED. 3e BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, FILTER FABRIC, MIRAFI N.C.D.O.T. CLASS I EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOMMI E FLOW PATH SHALL BE 700X OR EQUAL RIPRAP, MINIMUM PROVIDED. BAGS 'SHALL NOT BE PLACED ON SLOPES GREATER THAN 5X 5e GRAVEL IS TO BE CLEANED AND/OR REPLACED WHEN THE SEDIMENT " 4•MTHE PUMP DISCHARGE ANUFACTURER AND SECURELY CLAMPED.SHALL INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE POOL NO LONGER DRAINS PROPERLY. 18 THICK, TYPICAL 5. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHOULD BE FLOATING AND SCREENED. 6. SEDIMENT IS TO BE REMOVED FROM BEHIND SILT FENCE WHEN IT SEDI ENT FILTER BAG FOR PUMPED WATER BECOMES APPROXIMATELY 0.50' DEEP AT THE FENCE. THE SILT SECTION DETAIL 2 FENCE IS TO BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. NOT TO SCALE 7. PERMANENT GROUND COVER MUST BE ESTABLISHED WITHIN THE RIP-RAP SCHEDULE PROPOSED DITCHES AND CHANNELS. -- PIPE DIA. (IN.) LENGTH (FT.) WIDTH (FT.) 24" 24" 8. ALL DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED 15" 12' 14' ROCK CLASS R-5: MIN. BAGS AS NEEDED IN ACCORDANCE WITH THE SPECIFICATIONS. SAND 11-0" COa• 1.5 9. ADDITIONAL MECHANICAL MEASURES WILL BE REQUIRED IF VEGETATIVE MIN, --� COVER CANNOT BE ESTABLISHED AS PROPOSED. ON CULVERT HEADWALL. ENDWALL & WINGWALLS ®O ` 'A°" NOTE: • Qa� d TEMPORARY GROUNDCOVER SUFFICIENT TO RESTRAIN EROSION SHALL RIP-RAP APRON CONTRACTOR MUST PROVIDE CIVIL ENGINEER WITH SEALED BE PLACED ON ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NOT TO SCALE STRUCTURAL PLANS AND SPECIFICATIONS FOR THE PROPOSED PLASTIC SHEETING EXISTING STREAM BED 30 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, SDo03 HEADWALL, ENDWALL AND WINGWALLS. WHICHEVER IS SHORTER. COFFERDAM TYPICAL SECTION NOT TO SCALE s `f6 06 4 PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE JJS AS NOTED 401 4th STREET SW, SUITE 201 PROPOSED I DRAWN BY PROJECT DATEWK HICKORY, NC 28602 APPROVALS CADD AUG 2008 (828) 327-6511 FOR BIDDING - APPROVED BY PROJECT NUMBERV1C;KS0N , 1 REVISED PER NCDWQ COMMENTS 9-16-08 JJS 80092.0O.1-11 Office Locations: CCF CONSTRUCTION ASSOCIATES 1! L REV. NTT. DESCRIPTION DATE FILE NAME community infrastructure consultants North Carolina Georgia a HICKORY, NORTH CAR®LINA REVISIONS 80092-DETAILS.DWG South Carolina Florida RECORD DWG.