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HomeMy WebLinkAboutSW7130704_APPROVED PLANS_20130715STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE a�JQ�IJ YYYYM M D D APPROX. LOCATION / \ I REVISIONS: Nl o SPECIAL FLOOD HAZARD AREA LINE 2 0'VE JUN£ W. WHITAKER \ (100 YEAR FLOOD) / 20N \ AE D8 7352 PG 623 f m (SHADED ZONED o & r / 6'BUFFERYARD'A' NcGAI N 184729" W 300.12' � � N 184958" W 147.73' (TOTAL) 88VD83/2pOA RR IRON / RR IRON 124.63' NAiI 23. f0'I 1 \ \ FRT - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - _ _ _ - - - - _ _,. - - - - - _ - - - - - - - - - - - - -\ - - -• - - - - - - - - - - - - - - _ - - - - REDT - - - - - -11 Z\ 1, / 11.0' 11.0' C q I \ ts. a / OUTDOOR DECK 2 ( - - - s colvc. SIDEWALK - - - - �:TRA�TRA_ n RIBBON CURB "ION TO '� A� I ( IX!-RE�3 a 18\ CEDAR \ 1 \ W \ a CR NC DENR N� WNICE D. GRIMES /l/ SAMUEL G. GRIMES DB 1504 PG 366 S'CONC.NWDEWALK PIN 5676-56-7365 I \ / I \ \ 1 ZONED 82 34.0' IZO' \ \ HANDICAP SIGN CK 3N 1 z� \ �g (VARIES) / I I 6.0' ..� \_ Zp E 1L3' 17.0' 26.0' 17.0' I5.0' / / 10 20' / TAPER Z] ZON62 a PROPOSED 16 11 BUILDING�.g N / 3 I HE = 14.7' � '. I � O In \ •� O (T \ / / / 3 N/F 5 JUNE W. WHITAKER C � . - OB 7352 - 673 APPROX. LOCATION IJN / ! �. ti kz�E,14ra' \\5676-57-3013CIOj ' 22" WALNUTZONED O & l �/`B/1PALLOOD Inr HAZARD AREA LINEoHANDICAP SIGN 4(100 YEAR FLOOD) X `N-"PJTAPER WALK 6CONG SIDEWALK 5'CONC SIDEWAUC12 Ct\ARi�' �I.r RB (^'Ply S z6.o' 13 ®§ I ��NSO' MBL 16 CEDAR 6'BUFFERYARDS' qi' i'TRANSITION TOR/880NCUR8 R3.5' ,/ CSC \ Z I 2pNf low V O TRANSITION TO O I \ k (S i I SPILL CURB(TYP) �y RIBBON CURB b / ZONE x e \ 1� \ - ,r \?o"FIN£ O, O (SHADED)Ilk 7� 11.0' 9.0' Pg. o. 11.0' 9.0' I 'O, Qc,.. 204E H f q7J \. \ \ \� \ `_ Z } {� 0 32 0 9.0 11.0' OEDJ \ 60 2p" PINE \\ \ \ s'xa' eox I ® 4 M ,^; �� \ / \ ` CULVERTS > 36"VALLEY GUTTER 36"VALLEY GUTTER -d \ \ -\ INV.'1.62' V f4� CONCRETE WING WALL �l y h L _ - - (LOCATION APPROX ON MCC �g Y - - - - - ", p{� q, ' / •q /,q // i 2B.O' 20' IPINf I' NORTH END OF HEADWALL: Q O { l• M� �� N/®•'N���/W W,�r �,N�' A' A� Y, \\ INACCESSIBLE) 16' FES -"� p$ 11.6' 36.0' 11.6' S 18 49 51 " E 300.04' i' \ STANDARD CURB ElP I I -\ O Q \ \ 16 / 6'BUFFERVARD'A' / INV. 8.73 Ex DI 1" f 22043' \ \ - TOP- 92-SF-' SF & SF SF 15" FES 470 LF= 94 SHRUBS o \ \ m GUTTER (TYPJ `TI'_ .•.. ' " S 18'49 5 78LFLU =165HRUB5 - SF��F- I SF SF Sp-� u 30"rrcP 1' / \ I RR IRON I SF h F Vn' wv 34e _---QHE --, -_OHE --�--C ----- OHE HEE----- OHE OHE OHEOHE-ONE-------------OnE _yHE. -- Ch[--- ONE- OHE -� ��t - w1 -w- - - w i / EX RAILROAD IRON _ - ._ --'� - �p0� � � \ , , w 91 0 Ca \\...// : N 666610.47 N - - _. - - w - .. - w - - _. -. _ O m ,2 s I FH - 2 p Qp1 Q1�• / ��/ _. 532.2g51�E / - LU £ 2575881.70 EXIS NG WATER L w - - -- - - - -- - w I - - - FF! - \ Ex. ce ,Q- APPR XIMATE COCATI - - W - - - - - w w -` -- -- - - - - CURBI' TOP 11.82 / 0 Q I i� CONCRETE / W ca EIR�// 8 I. m I w--- / c r` 3 82 I w -04- - --- yr -- - - - - - w - - - - - & GUTTER (TYPJ -s> NE k \ v. a.2 / `^1 11� I,I HEADWALL v t1p14- 7n7 48"VALLEY GUTTER I 48 VALLEYGUTTER \ IN 7 'Jo =e-__- -D- - -o--D-__--p---D--__-G -- o- -o- o30 ---D _-D _ G ---D- - - -_ --_ o- c- o 11 - 18"RCP 24RCP `I EX.' CB 24"RCP \ V 12.02. TOP 1221 .. ZONF2 Z2= _: I / INV. 5.46 ��6656 E•257597067 / ---�- - DOUBLE 5'x4' ELEN 1203' ^ � � I� / IAPPROXIM:A�TELOCATTON ' `1 ' CONCRETE BOX CULVERTS NOGRIDNAD 83 (2001 ADJ.) - I {.� % AODAR� E FLOOD HAZARD. (SITE BENCHMARK)_ -_____ _ _ IT N0657pg.w 387 / -_ - -_-- -_ APPROVE l CAROLINA AVENUE - US HIGHWAY 17 ~r, cAFtQlI1�ABN4IRONMENTAc 1 `\ I � � e o / f50' PUBLIC R W 68.7 B MAMOEMENTC:OMMIS�S"Ckd W w °' d ( / /B) 'vLstQN OF 4vATr R QUAt? r c o _ In al •- A = EX SDMH' FXL CB TOP 11 6 _ _ vn iTtPi1 I :�1R1 I t `0 (0/T TOP 11. 79 s C) W INV. 762�II fi4V. 5�4.- i \\ \ N o _ a -.. "'------------ '---------- 2 -.�2` -- - - - - - - ---------------'------------_-----_-. ;I Me ----- •�<Y �N � i i '1 Jn --- -- --- - -- t co TO CO ' CONTROL POINT 2 IRON REBAR n INV. 6.01 EIR .. LONES HOME CENTERS, INC TOP 1231 � � ( ) �'` _o C N • N: 66694397 /j 82575864.41 t I I OB 1751 PG 65 ELEV.' 12.18' ,. __ O Z - - --------------------" \ / / PIN 5676-66-6578 - "sr £X. C8 ` ti \\ / ZONED 82 NC GRID NAD 83 (2001 ADJ.) SHE ___ _ -- -- Or+E OH` m - v TOP 752 / NA VD 1988 - OHE --- OHE --- 5X4' BOX v N mv. 752 \� - 1 oHE - ofiE __ ---- oHE - `{ (SITE BENCHMARK cut VER IS rn - N CHE OHE -- --� OhE - OHE OHE--------------(� OHE OIL - ) ?D' 0 1 G' 2D^ INV.�2.84' ��, y v3 C Site Data �/� FH �t� , LU o ( N TOTAL ACREAGE IN TRACT: 2.16+/--ACRES SCALE 1 inch = 20 It - GROSS BUILDING FLOOR AREA: 14,593 SQ. FT. (SF) ¢: CA,,,,�� BUILDING HEIGHT IN FEET AND STORIES: 35'(2-STORY) ABBREVIATIONS °°�t\AC R0�''' TOTAL SQUARE FEET OF IMPERVIOUS SURFACE: 54,680SF PROPOSED PROJECT LEGEND EXISTING PROPOSED EXISTING PROPOSED EXISTING PERCENT BUILT UPON AREA: 58.1% N/F NOW OR FORMERLY DI DROP INLET CURRENT ZONING: 82 DB DEED BOOK CB CATCH BASIN HYDRANT < IRON PIPE Q RIGHT-OF-WAY (R/W) � REQUIRED PARKING: 87SPACES PG PAGE RCP REINFORCED CONCRETE PIPE PARKING PROVIDED: 100 SPACES (INCLUDES 4 GARBAGE SPACES) N VALVE x IRON REBAR Q GAS s PN PARCEL NUMBER CONC. CONCRETE REQUIRED HANDICAPPED PARKING: 4 SPACES R/w RIGHT-OF-WAY MH MANHOLE p METER Cr Cm COMPUTED POINT 0 ELECTRIC (OVERHEAD) HANDICAPPED PARKING PROVIDED: 4 SPACES CURB WIDTH SDMH STORM DRAIN MH © SANITARY SEWER MANHOLE RAILROAD IRON - S SANITARY SEWER (SSWR) -- - - - - -- PIN: 5676-56-6954, 5676 56 7731 BIB BACK-TO-BACK PROPOSED USE: MEDICAL OFFICE APPROX. APPROXIMATE SSMH SANITARY SEWER MH Ui STORM SEWER MANHOLE x7z34 SPOT ELEVATION STORM DRAIN (STRM) - - - - - - =� STREET ADDRESS: 1370 CAROLINA AVENUE EX./EXIST. EXISTING FH FIRE HYDRANT CATCH BASIN) DITCH (TOE) - --- -- --- - - W WATER -'N- - - - - WASHINGTON, NC 27889 EL./ELEV. ELEVATION Parking Requirements INV. INVERT DROP INLET DITCH (TOP)---� BRICK L_--J FFE FINISHED FLOOR ELEVATION BES BARTLETT ENGINEERING & SURVEYING, PC FLARED END SECTION (FES) WOOD LINE DENTAL/MEDICAL OFFICE: 3SPACES/EXAM ROOM CHECK DAM GRAVEL _ F "7 L 7 1 SPACE/EMPLOYEE(INCL. DOCTORS) LARGE TREE Owner/Developer VEGETATION REQUIREMENTS -SF SILT FENCE CONCRETE C TOTAL NUMBER OF REQUIRED SPACES: r LIGHT POLE 19 EXAM ROOMS x 3 = 57 SPACES WASHEYE, LLC STREET TREES: 520 LF/40 =13 TREES EVERGREEN SHRUB ASPHALT 30 EMPLOYEES = 30 SPACES 4005 RIVER PARK DRIVE PARKING LOT VEGETATION: 92 SPACES/ 10 =10 TREES& 40 SHRUBS POWER POLE a - TOTAL REQUIRED = 87 SPACES SUFFOLK, VA 23435 PARKING LOT SCREENING: 39OLF/5=78SHRUBS GUY ORE coNTouRs y PHONE: (252)946-5175 \ ✓ / ACTUAL NUMBER OF SPACES: SIGN 100 SPACES (INCLUDES 4 H/CSPACES) ESS/p-'`y�'. SEAL �? 17376 GINE�� 7' D 2EIl. 7-/2'La/3 June 24, 2013 SURVEY BES DRAFT DLC DESIGN DT/SF CHECK FDT PROJECT No. 2013045 DRAWING No. W-35Q2 SCALE: 1" = 20' SHEET No. OF 7 I s # TITLE C1 SITE & LANDSCAPING PLAN TP1 EXISTING SURVEY C2 DEMOLITION PLAN C3 GRADING PLAN C4 SANITARY SEWER MAIN EXTENSION C5 CONSTRUCTION DETAILS CIS CONSTRUCTION DETAILS NOTES - AREAS COMPUTED BY COORDINATE CALCULATIONS - NO GRID MONUMENT FOUND WITHIN 2000' - ALL DISTANCES SHOWN ARE HORIZONTAL UNLESS NOTED OTHERWISE - ALL RIGHTS -OF -WAY ARE PUBLIC UNLESS NOTED OTHERWISE - NO CEMETERIES WERE VISIBLE ON THIS SITE - A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA MAP No. 3720567600J, DATED MAY 15, 2003. - NO WETLANDS HAVE BEEN DELINEATED ON THIS PROPERTY. - THIS PLAT IS SUBJECT TO ALL EASEMENTS, AGREEMENTS, AND RIGHTS -OF -WAY OF RECORD PRIOR TO THE DATE OF THIS PLAT. - ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY. - REFERENCES: DEED BOOK 1369 PAGE 607 ESTATE FILE 95E PAGE 1 DEED BOOK 525 PAGE 487 DEED BOOK 1352 PAGE 623 DEED BOOK 1759 PAGE 810 DEED BOOK 1151 PAGE 378 PLAT CABINET F SLIDE 49-1 PLAT CABINET F SLIDE 49-2 NC DOT R/W PLANS, PROJECT No. 6.803939, SHEET 13 SITE DATA: TOTAL LOT AREA: ZONE: PROPERTY ADDRESS: OWNER: NC CRID NAD 83 (2001 A.' 1 (NAVD 1988 VERTICAL DATUM) TOP BANK 1 EX. CANAL 0 CHAIN LINK FENCE \ \\ (ENCROACHES WEST OF 9� �.6j •1�, ,\� PROPERTY LINE UP TO 2. /✓ ^�o+� ,t/ JUNE W. WHITAKER / / / / Ai REOTIP DB 1352 PG 623 5676-57-3013 APPROXIMATE LOCATION 9 / N1$ / 1yA63 \`</, SPECIAL FLOOD HAZARD AREA LINE (100 YEAR FLOOD) ZONE AE / X` TIN 35,751 SF CEDAR 0.82 AC IIII' TOP OF BANK EX, CANAL 0 0 N/F JUNE W. WHITAKER DB 1352 PG 623 5676-57-3013 LOCATION MAP NO SCALE SHE$ f \ ` j; \\\ o ��g• g i �j EX 7-ST. WOODE4 i/ BB CK BARN C0 WOOD X\ J 24�•9. ` DECK \ \ FO • �� �9 ,'� \ , OAK \ ` i`�OS!)\.�/ / 1\ X. 1-ST. FRAME / VVV l \ 6" MAPLE \ \\\/-6� \ \ BARN W/SHELTER / / CLUSTER0. \ DECK W1 22, \ WALNUIe•\\\ -4 K Opt\<J A/C UNIT n � 9 PECAN 5NEL FENGE EX, BR CKST. 58,317 SF // / / � / /) 1\NK v CEDAR \ \ \\\� ZONE (SHADED) CONCRETE ONWALRE ENWNG FFE-12.18 \ \\ \ \ \ \ 1.33 AC / / ORTH 151.16" \ \ \ I N END OF HEADWALL ' so" / / / / MAPLE / _ CEDAR \ \ \\\ \\ \ \ IS APR XIMATYE. OAK / / 0 / WOOD DECKS 20" \'��\\\ /,I\ & STEPS PINE ) \ \\\\\\\ CUL�VER t�yS (INACCESSIBLE °+l/ / / / ` ItiOL�c' ao"rmN/ \ \ s\\\ INV:2.62'1 36"Q MAPLE I �� O1+ / OAK EX. 1-ST. .. 24 INI 01 / I / ✓ / / ` / OAK a FFE-10.32 I g'• AE PINE\ , / / ( ) ( 20' FRAME BARN I (� • ZONE 2O ) ( O i - - -11- `4tYY 24" 12 PINE [ _ / ZO �� /1 ��- 18" ,vOAK r OAK I 24" PINE PINE NE X tV2 NE4. EX. 1-$T. / 34" �t 20" TWIN AB'`TWIN / O "2a" PINE (SHADED) PNE 43 \ 30"RCP / WOODED VINYL SIDING / / 0 C�OAK / �9` OAK \ / I 4�lff�r�� o-' OAK 18"PINE yy0• J INV. / o FFE-12I 30 / / / \ Sac \ / / / 1\ ZONE.-1:E', I vr PINE / /// % ` '� % CONCRETE ' I / 15" �`-/ Nt.: 1�, 14„ PINE, PINE 22^ PNE / EX GB' / `� / / L4YN' HEADWALL OAK �.• `` ZO 12" PANE PINE 18 12" PINE 01A� , /j�p 11.82 I / \ 1p" (SH AD1'�) 10" 20' PINE i�E 12" PIN/ / 1� INV. 4.27 X . 20" / PIE PINE15" * PIN / x� O / • ' `' \ OAK t A u �INEy PIN 18" 20" PINE PINE / / ZSN x11.94 OAK/ '\ • T PINE E / n.�� ADED) c+ 0 {�} tB% .�\ p ASPHA�.7 PNE PINE PINE 6 / / / / / 4 3Fr' .+. / / •. o / mar $AK / G 1 �Sp\I DRIVE c If 22" aia'E ONE / -' ZONE X OAK \2q - / BRICK ` 36" / / t`V E \ PINE PINE . _r /J/ 12.00 11- OAKS-., f - SIDEWALK / 20" OAK / 5'{• "\\\ PIN /- / �/ ` - - - f• // .' MAPLE �-[ il' E`A. BV\ 0\NG \\ \ .ep� PINE / / 3ONE'X �/ -/ 12' \/ \i BR\CK yd468 9. b--f10C- cP ; ° A _ 10- /` / / / `i z,x.xa Y. G'ta" OAK / / FfE i / bWOOD ; c�T� / // / APPROXIMATE LOCATION OAK / $TALL U'� 15" FES \ / / 13'airr/ MODERATE FLOOD HAZARD t8" / / 23 BRICK \ \ INV. 7.37 VOONE / �� �/ AREA LINE / / �P� ' ,xll•w cv' 042 \ �.�1 / / 18' COLUMN 1a10 APPROXIMATE LOCATION ; / OAK /",18, OAK '\ `_� •�1,9 EX. cB SPECIAL FLOOD HAZARD AREA `s / 'B^ __� j 2a' TWIN �010 ASPHALT r_ 1 i % x'2'� / �/ OAK OAK � OAKS 4' TALL / DRIVE 1 FH 11.60 ,j 1 /� TOP 11,79 LINE (100 YEAR FLOOD) KD / / l E / P / % ' 1 Y / INV. 5.54 / -.' ` BRICK I V� ,,.9 'L SD' �WA O x J 'r ,50 / .. MAPLE COLUMN 8 DOG- IG WOOD I 6. ',(./ \ / _12- /�� \ / U°7 xtzal OAK 12" DOC 10.8 2.19 12.�1 i y\ WOODED EX. CEI ASPHALT BOAK / ` ii'�° zsJ / TOP 12.21 �/�N�� B�C R O / / / /i `'sJ ONE 5'X4" BOX DRIVEaeeeTTTcUUY"24DI 7 46� AY" + PU -(Q B / / / CULVERTS OAK 1 ' � / INV. 5. in / POSITIONING SYSTEMS (CPS) IN CONJUNCTION NTH THE NORTH OAK / _I,- TS}2,9.22/ / N 6 I NA xlza815D '' BC / / INV: 2.84' CAROLINA GEODETIC SURVEY'S VIRTUAL REFERENCE SYSTEM VRS , l /; ! INV. 6.33pp / v 1° 35 RO✓ S• / 6 WHICH IS BASED UPON THE CONTINUALLY OPERATING REFERENCE) ZONE X 000A' l T / W G`p1 ♦7 / i/ pN STATIONS CORS . THE VRS SURVEY TIE WAS PERFORMED ON APRIL 17 0 P�' �01 ` lose (SHADED) / J 123J ' ( ) F, BRICK FENCE AND x10.54 / BRICK FENCE ND / 2073. ALL MEASUREMENTS SHOWN HEREON ARE REPORTED IN U.S. P BRICK COLUMNS BRICK COLUMNS E ' d'. / / / SURVEY FEET UNLESS NOTED OTHERNASE.k' xtxaJ /� / ZONE X�/V�-/ W ' 12 / q / // i e' / ON / Izil / 'I' \ o ` o.9z �-' ONE/ / / ' u.x / / / N 70'.06, E tta.n ' I / W.� _c�r\ / �� / ' / xq.55 / ova 1 .O6' / ` Nam`_ / / GRA 1DRIVE r\m OHS / / /� / CONTROL POINT �j2/ / 11 / W TON/ // IRON REBAR SE LOG/ / 1 /� x1xsJ N: 666943.97) I, Chad E. Pomeroy, certify that this plat was drown under my ) ( /t OX\t•AP / / / .n E: 2575864.41 supervision, from an actual survey made under my supervision; that I \ / P� / / / 12'2' / the elevation represented b an contour line as lotted on this tat , \ x 0 ;� � / / P y y P P INV. 8. 31 \� 2.04 / / / NC GRID NAD 83 (2001 ADJ.) / shall not have a vertical error greater than one half of the interval of -s.• 'f'� �;et ly // xtx.68 i / EX. CB E NAVD 7988 the platted contours over 90% of the area covered; that the location \ / EX) RAILRp47D-1 / / TOP 12.31 ON / / N 66667�47 Gp 381.70� / (SITE BENCHMARK) of significant items such as horizontal control lines, buildings, utilities, / / � 257/5887.70f2o 8 R `e �•� / / / / INV. 6.01 roads, trees, etc., shall be shown within scaling accuracy of and In ,1,111,L'„ J t.]9 9"W relationship to the horizontal control line or control points to each 4``",,H ��� �'rr�� / J 1g RCP / j '�° .! NO6'S7'0 TtE LINE ONLY) other; that this plat was prepared in accordance with the standards �.` '. E , es„a \ / ( / y hV z1z.s4 of practice for land surveying In North Carolina, as amended. Witness � �� pFLSS/ `9 _ �,0 •� \ � � / �my rjginal signature,,,(egis trot' number, and seal this . QQ -•r9� ; ` S3�hy. L L 7�f doy of Plow . 2013 _ SEAL _ -� GI Y/ / c / / EX. C6 � . � / 12.42 L-4741 SIGN y `2`-44P 12oz x,23, SIGN V. 7. Professional Land Surveyor L-4741 '•,,gor,E11PaO��,,`` // ON 12.3D /''rtt. 2 \ / ON�� / y13FH xu.zs CONTROL POINT #1 1V PjE J / / / / "i1.65 (IRON REBAR) / / NE 2.e2 pPPRox_9 / / / E:25759 0.61 / // EX. SDMH 18 RC " �! 0 1 EX. SEWER MANHOLE / / / �// TOP 11.69 W 10' / ELV: 12,03' / INV. 7.62 �° \ INV IN .73' / / / / / NC GRID NAD 83 (2001 ADJ.) ///� INV IN:1.53' / / / 1 / bus° NAVD 7988 // \ (SITE BENCHMARK) 9 /pK/Of C,UFi� EX. CB 12.64 TOP 1.67 W 0 p1'1 NV. 7.52 / / FH 191.-'11.27 EX. SEWER MANHOLE / p't TOPA1.36' UNE�gYP INV OUT.1.96' / SE'Nv" V_ SHELF: 2.21' p11 UND�p,RS 40 / ' "P GRAPHIC SCALE 30 0 15 30 60 120 PARCEL ID No.: 2.16 ACRES* B-2 1370 CAROLINA AVENUE WASHEYE, LLC, A DELAWARE LIMITED LIABILITY COMPANY 4005 RIVER PARK DRIVE SUFFOLK, VA. 23435 5676-56-6954 5676-56-7731 LEGEND • NEW IRON PIPE o EXISTING IRON PIPE ❑ EXISTING IRON REBAR i1 EXISTING RAILROAD IRON Is COMPUTED POINT GMC3 EXISTING GAS METER * EXISTING LIGHT POLE 0 EXISTING POWER POLE Q EXISTING SEWER MANHOLE FH -0 EXISTING HYDRANT D.a EXISTING VALVE o EXISTING WATER METER 1M EXISTING CATCH BASIN m EXISTING DROP INLET EXISTING FLARED END SECTION 0 EXISTING STORM MANHOLE VRS TIE ALL BEARINGS, DISTANCES, AND COORDINATES SHOWN HEREON ARE LOCALIZED (GROUND) NAD 83 (2001 ADJUSTMENT) HORIZONTAL INFORMATION (UNLESS NOTED OTHERWISE), BASED UPON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NTH NAVD 88 ELEVATIONS. THE N.C. STATE PLANE COORDINATES FOR CONTROL POINTS L AND 2. SHOWN HEREON WERE ESTABLISHED UTILIZING GLOBAL BARTLETT ENGINEERING & SURVEYING, PC 1906 NASH STREET NORTH TELE: (252) 399-0704 WILSON, N.C. 27893-1726 FAX: (252) 399-0804 LICENSE# C-1551 www.bartiett.us.com N/F JUNICE D. GRIMES III SAMUEL G. GRIMES DS 1504 PG 366 PIN 5676-56-7365 n 1f DATE: APRIL 2013 PROJECT: 13-105 SCALE: 1" = 30' CLIENT CODE: WIMCO CADFILE: 13105TPI TOPOGRAPHIC 1370 CAROLINA AVENUE (BUS. HWY.17) FIELD BOOK: 318 DRAWN BY: LR SURVEY BY: TB, DS SURVEY - WASHINGTON NORTH CAROLINA - (04-27-13) ADDED BREAKLINES TO ADJUST REVISIONS: CONTOURS JUST WEST OF CAROLINA AVE. (04-29-13) OWNER'S NAME REVISED. ° (05-04-13) ADDITIONAL TOPO TO SEWER SOUTH OF SITE SHOWN. ( IN FEET ) 1 inch = 30 ft. WASHINGTON TWSP. NORTH CAROLINA PIN # BEAUFORT COUNTY ZONE: B-2 SHEET TP1 TOP Or BANK REVISIONS: NIF CHAIN -LINK FENCE EX. CANAL JUNE W. WHITAKER DB 1352 PC 623 (ENCROACHES WEST OF PROPERTY LINE UP TO 2 0) 5 -57-JOIJ 7 576 N —10- ---- -- r WOODED TFE 9- -- sl -18-4729m W 300. 121 9 9 N 18-49'58- W 14Z7J' (TOTAL) I RR IRON - N —10- x NAIL 23.1 SILT FENCE OUTLET T24.6,V CLEARING RED TIP LIMITS lvc 60" OAK ��-EX I-ST (TYP) (V4 6RID z1g, EX. TIN SHED \j CLEARING LIMITS FRAME BARN (REMOVE) (Typ) �?Ooj IC4Z (REMOVE) z EX 19- SHEL TER WISHEL TER I -STD( \1 m AA BLOCK 1A �� BARN (REMOVE) CLEARING LIMITS/ WOODED RIPARIAN BUFFER 18" CEDAR cc CONC REMOVE/X N,IF Ao 24' OAK JUNICE D. CRIMES W dl, SAMUEL G. GRIMES DB 1504 PG.366 PIN 5676-56-7365 WOOD DECK x -z7:- CLEAR& GRUB 6" MAPLE CLUSTER SATFENCEIS % Z X WOODEDAREAS EX. I-SP SFIEL TER .OVER LU zi�LIMITS OF DISTURBANCE FRAME: CONC. PAD 'Z/ TA (2.5ACRES) (REMOVE), 0 TO um" (TVP) 15' co TOP OF BANK VINYL SIDING MAPLE EX. CANAL rm FFE- IZJO (REMOVE) EX. 4'CHAIN-tiNK FENCE (REMOVE] �A Bit 36" OAK A IR OVE) 35, 20" OAK 6AK W1 OAK x .1, J4" OAK EX 1.5-ST. UNIT T .lq BRICK x FFE- 12.18 18" OAK 40" TWN MAPLE (REMOVE) AIIF X-�24 OAKS E JUNE W. WTAKER 9 08 I352 PG 623 5676-57-J0I3 20" TWIN OAK BRICK SIDEWALK 18" TWN OAK 22' WALNUT\ 8- (REMOVE) v 18" OAK cc 9- 32- OAK a 18" OAK WOOD DECKS A ray� z STEPS rig fj 12" OAK J6- OAK a 15" OAK (REMOVE) a E. 1-S-r 18" OAK 20" OAK 18- OAK FRAME BAR WOODED 18" OAK FFE-10.J2 T 20" MAPLE OAK, (REMOVE) 6 018. la" CEDAR X 78" OAK 17 , 00 J6' OAK 24' OAK rz z (REMOVE) 24" OAK ASPHALT DRIVE 36" OAK 24" TWIN OAKS -`/l '' ,`.` ._ 12" PINE 24" PINE 2*' PINE 72" OAK EX. I-ST 1 20" PINE TEMPORARYGRAVEL BRICK BUILDIN611 8' PINE V\ F 24� OAKI CONSTRUCTION ENTRANCE FFE-10.0r 8" PINE A (REM" (Typ) 18- MAPIE 24- OAK PI PINE ci 10 12" PINE 20 CRICK FENCE IL4 14" plNEji, L�. 14" PINE 20- PINE,' z AND BRICK IK RIM Q M J6" 1 - �i , I , — CULVERTS 0 00 5'�4'80X 10 (RE 20" P'NE 000000 INV-262' 4' TALL BRICK COLUMN CONCRETE WING WALL (REMOVE) (LOCATION APPROX. ON Uj 0. III's ASPHALT DRIVE I 6�� � 1 6' DOGWOOD Go 1(8" PINE 02" PINE 'a" PINE * %01 8" DOGWOOD I" PINE 00 rP 00 15" PINE NORTH END OF HEADWALL; LL 4' TALL BRICK COLU4N --- 20" PINE, ? I w -A�t Aw, L AQ0 INACCESSIBLE) Ld 0 S 18'49*51* E J00.04' T Elp S18 1,��E 220.43' 15 FES iz 181491�5 - LU TOP 9 22 `z ui mr- - - — 5F SF SF 0 --�F- I-- \qj/ -- -, -- I- - SF [�3 k z -10 SF JO`RCp 0 .0. 2 INV. J48, RR� IRONYco-A OHE ... OHE - - - --OHE-- ui cc LH �l OHE, CHE CC)) E OHE OmE - I sp E\- g�agoo 0 -- Q"E OHE - 0 0 ro-- -w E B.RA ROAD IRONN- -w - - - - - W - 29 SIL FENCE 1,� - -A- X IE N 6610.47 EXISTING WATER LINE N EI-2575887.70 --w T IF EX. CB HEADWALL TOP 11.82 '5 6 APPROXIMATE LOCH -W-,- -w- -W- -W, q.. EIR 0 0 .,e w (Typ) IN V. 427 F- - - - 4- - - - - - - - D - D -- - - - - ==E)= D-- -12- 3.8 S3 CD 0. 4 0 v z2-- =-t D- - - - --=Lp - D - - EX CB 18"RCP -2� 24`RCP 24"RCP EX. C6 FOP 12.02 Top 1, TOP 12.21 --WV-_7.22 INV.- 5 WV 5.46 ---- - -- -12- -4- E.2575910.61 DOUBLE 5'x4' 45 -12,03' ELEV CONCRETE BOX CULVERTS NO GRID MAO 83 (2001 ADJ,) Q MUNN NAVD' 19W 01 (SITE BENCHMARK) ----- - ---41 20 4-4v NO - 09 -IV a US HIGH WA Y 17 CAROLINA A VENUE C 0) W 0 0 -12- (150' PUBLIC Rl* 6& 7 BIB) =5 CL Q 12 A *v�p US o. v L) EX. SDMH EX. CB TOP 1179 TOP 11.69 cn E INV. Z62 IN V. 5.54 (n 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — -- — — — --- --- --- --- --- --- — — OD E - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - m 06 0 EX. C6 w -1 Q --0 CONTROL POINT 42 (IRON REBAR) co TOP 12.31 E. 2575864.41 !NV 6,01 EIR N.,666943.97 - - - - - - - - - - - - - - - - - x ELEV. 12. 18' 0z NC GRID NAD 8.3 (2001 ADJ.) CHE EX, CB Z-E TOP IL67 NA VD 1988 OHE - 5X4' BOX -S\ILTFENC9' OUTLET D .7001 '10 3( '�Da a JV K PINE 0 .�o �0 �00 OHE j:D -12- INV. Z52 OHE OHE OHE OHE OHE OHE CHE --l-�--(SITE- BENCHMARK) CUL VER IS m > OHE OHE OHE OHE INV2,84' aim LLI FH Cal, > �\CAR - DEMOLITION EssdV. PROPOSED LEGEND EXISTING SEAL 17376 x TO BE REMOVED/DEMOLISHED 'AGIN (REMOVE) TO BE REMOVED/DEMOLISHED RD I I FENCE -0- Rf-V- BUILDING/STRUCTURE June 24, 2013 yQ DEMOLITION SUMMARY OAK, DOGWOOD SURVEY BES I DRAFT DLC BUILDINGS 7,163 SF PINE DESIGN DT/SF I CHECK FDT DRIVEWAYS 4,566 SF WALNUT + PROJECT No. 2013045 (EXCLUDES PAVEMENT WITHIN RIGHT-OF-WAY) MAPLE DRAWING No. W-3502 SCALE: 1 = 20' PECAN SHEET No. OF 7 CEDAR RED HP BUSH Q C2 APPROX. LOCATION / \ REVISIONS: \ CC, SPECIAL FLOOD HAZARD AREA LINE - 2pN JUNE N/F W WHITAKER 9 8 - (700 YEAR FLOOD) / 20Ne X HA £o °5676 57 30f23 7 \ IVcGR ? / \ _ 9 _ . 8 SILT FENCE ` 1 \ I (IV4 �D g-. - - __..y OUTLET _. - 1 1 " r\ D19 4DY3 RR IRON N 18 47 29" W 300.12' _ 10 _ _� N 18'49 58" W 147.73' (TOTAL) \ 88 (iF (7p01 s / - IRON- �p NAIL 1 1 RT7C4 q�j) SILTFENCEOUTLET T 9 10 / DI1 Df2 9�_ "T24.63' RED t:�7j 23.)I'1'I ' I UgTUTjj/ TOP 13.25 TOP 13 2S .71 2�3.83 11 INV. 10.6 n INV.10. 5 117 1 10 15 RCP 0 9 ec 12 13 O ®0.3% 0 CK BC FG 12 1 \u n 364 i3_76 '-- D MBL -M - 30.46 D 32_96 12. 12.15 5'CREST \ br - \ \ ti y 12 \ 1 `\ W O ac B .96 TLY _ - 1 _. --�1 13.8 C82 11 ,y D TW 5' CONC. SIDEWALK 13y49 1 -- i ? \ .ov IZ6 v ' \ \ 4. C81 14.0 , TRANSITION TOVV.20.3 10 1\ TOP 13.40 W W W - /NV.F QO 78t CEDAR \ \ D \ 1 TW TA / RIBBON CURB v ° •a' INV. 10.90 7W x .,, 13.8 29% 4 CO q CO \ \ I / . **DETENTION BASIN SHALL S SERVE J 14.09 ^ .. - - _- i59 w ���13.59 - ._ .--- -- -- -- - I 9" ,ER 2 TW 20' ERGENCYSPILLWAY a ,\ ATEMPORARYSKIMMER m / / - \ I ELEVA,T/ON 11.5 \ \ 11 \ SEDIMENT BASIN DURING a TA \ 14_69 I INSTA PERMANENTSO/L /ICONSTRUCTION. CONTRACTOR JUNKED GR/ME511/ 130� .� li \ - TIN �0 I --.2'PLYW000 REINFORCEMENT MATTING �, �1 ( Q SHALL MONITOR THE BASIN AFTER a SAMUEL c. cR/MEs / o / OIVERTERS (TYP) I \ \ ( EACH RAINFALL EVENT. THE BASIN DB 1504 PG 366 '" / 3a59 LK / ( \ \ \ SHALL BE MUCKED OUT, ADJUSTED PIN 5676-56-7365 0 3 _. TO FINAL GRADES, AND BAFFLES 1 AG HANDICAP SIGN ----- Y \\ REMOVEDO CETHESITEHASBEEN _ N 5 N. A � A STABILIZED. SILTFENCEIS TA _.. _ - __ ___ _. ___ __ __. __ __- -- LIMITS OF DISTURBANCE ( 13.43 / - 1-�Ip--.- '� \. 0NE1 �• \ \ �� (zsaurESJ 31 W m i\ / 4:1 W �+ 10' m +� 3:1 3 //> TA I TAPER v Max ; /' PROPOSED 13.8 ! coIRME$H iDd ' V "f. _ ra Try o BUILDING TW " TM' � r ) \ �m '\\ \\� , �3, 9 � 10.68 \ 11_48 13.g x 13_II [BAFFLES 3HE y **DETENTION BASIN n mo F " i4.49 (SEENOTE) 15"FES FES INV. 10.0 `C/ INV. 30.0 3 TONS - CLASS 8 RIP RAP / ` SKIMMER ON WITH UNDERUNER. TYP. ALL FES _ STONE PAD q \ \ / N/F (3.75' W x S' L x 1.83'THICK) 10 $FP \ 111 \ JUNE W. WHITAKER L, h t2Qi / \ \ C \\� - -� DB 1352 PG 523 Y 2 31 9 \ - \ \ '9 -.:. 5676-57-3073 �.., BC 2.0% OUTLETSTRUCT. m• . 4 APPROX. LOCATION I¢ ip i 1C.07 BC TOP 13.0 12 \. 22" WALNUT\ \ \ SPECIAL F!_OOD 3% N• �' I3.0 INV. 7.7t__�-� f� - \ \\�.1 6 1 HAZARD AREA LINE o TW - /! - (ryp) APS-it TW /Bc 1Mz �� N 1.0% 3 14.0 '= - -- --- -_ _. Jac :-- --- --.. __ -- -'- - -- (TYP) - '14.0 ' 9 1372 `,> - 13.48 ` (100 YEAR FLOOD) I '^ BC w. a __ at 14d8 30.68 1 6'8 /f4S.I0 9C - _ _ _ TW BC TP /1�3.0 `.13_40If b'CONG SIDEWALK ti f2" CEDAR 1A0' TAPER WALK : 6'CDN- SIDEWALK 14.0 13_6s' tau CO (TYP).. .. - - - r - TW Tq/IW TA/TW ec L� N pti / �., 1.75 TW CONC.-+!6 MEDIAN 13.9 13.5 13.5 _. _. I 13. is _ TA X W 3. BC�yi, 14.44 10C.5 CURB (TYP) ':8C 16 10.35 % 14.0 BC ac \ \ I I BC BC �j 13.8 76" CEDAR LLLJJJ l5� 2 Oe 4.11 14_06 14.31 xs 31 50' MBL 1--t_70 BC oj� \.. 1 I I \` ., .:_._ _ - ,, jF_"-33.2 - 132 A �� x G 13-2 � � LJ •�, TRANSITION TO S �`' \ 1 13.56 i,L A RIBBON CURB �- _ _�- own F $ ! 13_48 TRANSITION TO / - 13_u .. 4.0 A V / u m _ \ 1 � II It 1` 2pNf �(S O `SPILL CURB (TYP) RIBBON CURB '-- @ CS \ \� !� \ , HADfD) Z �3 a I1 / \ ZONE X 14 C• in @i 1 \ N� zo' PINE i `r I n 3 N b7^ 1 / / TEMPORARYGRAVEL (SHADED) "1 u BC / CONSTRUCTION ENTRANCE 2 \ m i I 13.68 / (TYP) \� c °Ne \ \\ � \ u \�\� ` rr^ BC BC BC (syNfx 2 V ti 13_63 1159 13_66 - I 1 BC 9p 2 PINE r 1 2" WATER. BC o0000 BC CB -� C84 23.02 °'°°ono Qoo ° °000 3 METER NEo_o„° ° ° _ 36oVALLEY G°UTTER° 1346 VALLEY BC / \I\ Q 5'x4'BOX w Bc AND RPZ 13.52 INV.1 3 TOO 2.8 \ 11 `, \ CULVERTS CONCRETE IMNG WALL cr - 36" LL GUTTER \ INV. 2.6 13.54 o 0 o o .�O\ (LOCATION APPROX. ON ' o BC o°o°° 0 13. - NORTH END OF HEADWALL; o 000°o°000° � o°o° l 2 /FDC 1338 oo°°Oo°°o°°o°°°°o°oa 13.28 -� 0.33%i 12_92 00000Uoo° °" 0 20"PINE. I,' I I - ) O 13 0.30% BC 0,3=6 0 o °°o° °o°o°o i2 rn 12.92 °o o_o^° ° BC 0 000 INACCESSIBLE o - - o 0000 00 BC o 0 00000 °0 132 (, / INV ei3, -- _-`nvoi PS / - 17 I3 SSEWERERVICE fB 8°8go ;08°°0%0 0 48 ` S 184951' £ 300. 11 ^ -erg _ - ..- S 11 12 13.11 8000000000Qo4Q000 / J \J ' I' I -\ _ _ ._ o000000°00 00°0° �- F ° / .\ - B Ly __\jam / °oo°Oo°o`--►�'10-- -- _. ___ I,_ >p BC 000a°o°o°o°oocoo° 30"RCP tJ� \2vvv G w U .� O _'� •"` o0000000000°0°000 E - ,�1 Of3 _- - �--$F0 2.81 0000�000`0°0°0°0 ° C YO ENV. J. RR IRON �� TOP1oo °o°° °%g 7 -� _ -ORE o 0 0 o HE __ - 0}1E __.._._____ OHE.' OHE OHE -CHE OHE - 6 i�--- HE . -I ° c c _ -. CHE.. Spi IRON --1 y 1"IRRIGATION - °000 °$. - -_ - - - - - _ EX RAILROAD _,,. I - �- ��__ N 666610.47 N- - - - - w - - _ __ SERVICE& RP2 00 00°0°0°0°0°0°o y1 - _ _ �_ �- - - -...- . •. INV. o°°oo°oo°°°° �•� �.L \ _ �y � o ° .._ - ° oo°o°oo °°0000°o` I nNc WATER ONE ° ° o ° ° o° w�C,- vr- -w- - - _ - a. �, SILT FENCE N k. _. °°°o°o°;°o.°g°go°° 1 --. -_ .. ..-. I.-. I1- - - - 57+'E� �..?•�;p.,..l ... f257588t.70 °0000°o°° ° -w -- - - - -- - - - or �-� � F 1.-. ./_ 1.. _ 2g A OXIMATE LOCAT/O °o°a °°°o o.°n _ °Oo°v°°000a0000 Q CONCRETE 0 .- P 532'�2 o n°o o c o a o ,� ---FX'1 iT1' J EX. CB / G i+ 1 53.8 ,�1 I:' 0 0 0 0 0 0 ° ..a_ _ 12 ^� _ 30"CURBJ> -r'__` -- BC, .,°„° c°o°o°6?a°9,.°„ TOP 11. 82 / 0 \ I HEADWALL O $1=�-^--� CD S - 5:--t- $ --� $ BC i " 122..31 - I i & GUTTER (TYP) ,, , , _ 12 _ -. _. 12. = 48 VALLEYGUTTER 186 INV 4.27 a 1 I \ 1 - ooa .48 VALLEYGL/TTER o 32.34 - rp :�J SF S DD -D-- -p__ � D =. � -. _. EX CB a. 78""RCP -__ L - (5 "'s SSMH-02 24'RCP I EX CB 24 "RCP \. I \ 1 1 ^- z TOP 12.02 TOP 12.21 ZONE �j -41V-7,22 '. TOP=12.0' INV. 5.46 : Uu G, - 415' AW FROM / 12._. EX. MN (£-fl I --1. 7? -.�..- _ 20 ' - - - � a .___.�. _ -_._ _--_____ _.___ __ __._ _.._ ,__.___._-_ ___.__._ _.______ _____ ___._____. _____. ___- __- NE. T-�i. I� ___ 16x6 TT&V __. X Q F.257591061 &8'HVW_NT TEE CONCRETE x4' . ELE1412,03'. r - ) APPROXIMATE LOCA 77ON { CONCRETE BOX CULVERTS NC GRID NAD 63 (2001 ADJQ I. 6"GV&FIREAYBRAtlI LS EMSLY V 01 MODERA7EFL000 HAZARD NAVD 7988: i 6"RP04 IN HEATEDENC�SLIRE_.,, _ AREA LINE _)(SITE BENCHMARK) - _�__.__._; -_--_---._, �_�_ _.__._-. ___:___-_____.-._ _.._.-_-,__-___-� --_ _.�__...--_____. pg.u; roeoNLrj - - l CAROLINA AVENUE - US HIGHWAY 17 o 2 d d o I�I ro ti (150 PUBLIC R/W,' 68.7 B/B) r 92 ... .. `: _ ' / ________ _ __ _ _____ _ _ __ _ _ ____ _ _t-- __ I,l 4 -____ _,_ O1 N U �` as 12 1 11 1 $ f6� 4 EX. SOMH EX. CB1.. I o W ------------- TOP 71.6� I _ - -INV. 5.54 I. 1 1 - 1 x U) o a Top 11. 79 INV. Z62' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I L - _ , r i N W co CB EX, TOP 12.31 CONTROL POINT 2 IRON R£BAR - -- --' --- - U n INV. 6.01 E(R N.- 666943.97 E.'2575864.41 11 I w a N ' o U D ELEV' 12 18' a Z a1 - - - - - - - - -- ) --- -_ �+ o EX. CB \ /j NC GRID NAD 83 (2001 ADJ.) - %� -- OHE- OH' m v s� TOP Z52 ` / NA VD 1988 OnE --- - OHE --- _ C-� - -� 5 X4' BOX v 0) N INV. Z52 / OHE - CULVERTS m = LO OHE - OHE - OHE - \\ OH' - OHE -- CHE-L�-------- OnE OHE OHE -CHE - (SITE BENCHMARK SimN N C n /GFH > t` N \ / / 20' 0 10, 20' \\ / CA � _ \ I SCALE 1 inch = 20 fl ;����FESS//p,;;�q�'�, 3L�L- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- = SEAL = - - -- - - - - - - - 17376 UTILITY SERVICE NOTES GRADING LEGEND CONSTRUCTION SEQUENCE ryARDQ 1. 6"SAMTARYSEWERSERVICE TOBEINSTALLED BYCONTRACTOR. BC BACK -OF -CURB 9) INSTALLATION OF CURB AND GUTTER 2WEEKS "v- 7-/Z-Z013 2. 1"IRRIGATIONSERVICEAND2" WATER SERVICE TOBEINSTALLED BYGTYOF TA TOP OF ASPHALT 1)CONTRACTOR MUSTSCHEDULEAPRECONSTRUCT/ON CONFERENCE WITH ME 10) PLACEMENT OF STONE BASE IWEEK June 24, 2013 WASHINGTON UPON APPLICATION AND PAYMENT OF FEES BYCONTRACTOR. TW TOP OF WALK EROSION CONTROL OFFICER PRIOR TO INM47ING LAND DISTURBINGACT/VITY. 11) BUILDING CONSTRUCTION 8MONTHS SURVEBARTLEIT DRAFT DLC��, 3. 1"AND 2" RPZ TO BE INSTALLED IN ABOVE GROUND HEATED ENCLOSURE TC TOP OF CONCRETE 2) CONSTRUCTION ANDIMPLEMENTATION OF SEDIMENTATION AND EROSION 1 WEEK 12) FINE GRADING PARKING LOT 1WEEX DESIGN DT�SF CHECK FDT FG FINISHED GRADE CONTROL MEASURES X.X% 3) CLEARING AND GRUBBING 2WEEKS 13) MUCK OUT SEDIMENT FROM SMP POND AND RESTORE DESIGN CONTOURS 1 WEEK PROJECT No. 2013045 ~- PROPOSED SLOPE 14) SEEDING C 2WEEKS DRAWING No. W-3502 ** 4) CONSTRUCTION OFSTORMWATER BMP PONDSHALL BESTABILIZEDAND USEDAS SEE SHEET Ct FOR PROJECT 2WEEKS LEGEND &ABBREVIATIONS ATEMPORARYSED/MENTBASINDURINGCONSTRUCT/ON IS/ URFACEND PLACEMENTLANDSCAPIOF COUINGRSE, PLACEMENT OF ASPHALTSURfACECOURSE,STRfPING iWEEK SCALE: �,° = 201 5) INSTALLATION OF STRUCTURAL FILL (NOTE: FILL MUST COME FROM A NCDENR 2 WEEKS SEVERAL OF THE ITEMS LISTED ABOVE MAY BE CONSTRUCTED SIMULTANEOUSLY. SHEET No. OF 7 PERMITTED BORROW SOURCE.) AN ANTICIPATED TIME SCHEDULE OF IO MONTHS IS EXPECTED FOR THIS PROJECT. 6) CONSTRUCTION OF STORM DRAINAGE FAULI7IES 1 WEEK - 7) ROUGH GRADING SITE 1 WEEK 8) INSTALLATION OF WATER AND SANITARYSEWER 4WEEKS . I EX. SSMH Pf 2" WATER 000 00000 0 `°ooa°° TOP: 11.36 X o„o_o„o_ o_ oo 00 wv our. ts6 / W 3 METER NE 36"VALLEY GUTTER: AND RPZ SHELF.2.21 vo°o°000 13 L FDC 6„PVC go °°°°°°°°o °g 49'S1' E - - 8 s \ \ h PS / Z? SF SF 9SEWER - SF SF SF SF SF SF SF SF SF SF / -- E _ APPROXIMATE LOCA AON EXISTING WATER LINE 000°oOo°� o --�_ 8 1T NV 8 13 sr— �_w �-- w------w------w-----w------ —._ ^��°�y�000°° SF _1D.fi -To— - 9 I RR IRON °o°o°o°°°°°° °o° -����n- _. -.. _.----W---.—.—w—W--__ W_ _ _O�c __._ GriE__.—.-_ -_ CqE °a'oo° HE GHE OHE. SERVICE ( OHE e - --CHE-- OHE - -OHE -- OHE --OHE OhIE—---7pCIDE-= ^— �^:+N= -_� -- -SF _ _ _ � _ RAILROAD IRON .-1 "1 IRRIGATION -- o°°c°o°o°oo °°o °o' - _ - 77 —10 \_ Y? N666610.47 f1------'Y I--�— mow— -SERVICE&RPZ — °�$°o°off°oo°o°a u1 ---- ------- _ - �,°°�'°go< 0- o° - - w.r'3<- - - -w- - 1y.g7"E E: 2575881.70 / TING WATER LINE o — — _yY it _. _ 5�2 )� $ - $��5-��$ .-A ROXIM iTE LOCAT/O °o° o ° °°°O°O 'KI O-S--1--5 5--'��SI�S�i�S- `-S B•'DIP 0�% --5 5J. ^° 0 0 0 0°0°°° �. _ _ _ EX, BAC pF CURB �.1D uAOf Ae $� T 000°0 _ _.. 72_ .. -__ `_—�dr _ — - — __� - - -F Or00 lNV. 2.06 N - - 1+00 2+00 3�elR 4i00 °', 48 VA[LEYGUTTER � Ex. ce IRRCP LSSMH.02 TOP. 1202.. S 1850'39" f 303.91' _ 'jI-TN'4_z�2 TOP=12,D' - EX. SEWER LINE T/E FROM CONTROL POINT 1 - 12 (I 425' MAX FROM (SIZE" & TYPE UNOETERMTNED. 1/1"TYP. 2,"O" 1' ( J APPEARS TO BE 8" DI) TO £X SEWER MANHOLE)ORM EXRESAR). MH I (-€J_-_-_- r'i:66656SDa- - �------ -_.._.___- --- 1 _-16XO TT&V E. 2575910.61 o n - . _-_- ELEV, 12 0,3' r) 6- G && F RE-HYDAW ASSEM6LY GV "FINISHED a- TTEE ° Q I�II—�IIIIIIII NC GRID NAD83 (2001 AOdi I NAW e�c6f,RPDA/NHEATEDENCTDSIlRE_- 6 `--(------- ------- -- _. o-- ------- ---- ------ -- -- .- GRADE '_ CLEAN -OUT/' A110 &4,p O�9 W� VALVE BOX -��: 3000 PSI CONCRETE I988VFR 8 �q OlJ�f}� ----- --- ----------- --- --- -- - (TiE UNE ONI Yj 3 CONCRETE COLLAR 12 CLEAN-OUT/VALVE BOX N M_ B EX. SDMH TOP 17.651 - INV. 7.62 24"MH FRAMEAND COVER----------- i RIGHT-OF-WAY TO B£ SL71N MORTAR GRADE RINGS (MIN. 2) - FOR FUTURE ADJUSTMENT / REVISIONS: ti ti � 0 o a a ' ' H H ~ 0 �I0I1 NOTE: 2LD.------------- exce TOP 11.67 / CENTERLINE TO BE PLUMB. IF HYDRANT PUMPER NOZZLE SHALL }� WV. Z52 OHE - Ohl- OHE -- ADJUSTMENT IS NECESSARY BE PERPENDICULAR TO ROAD `C--- ---- --�-- JoHE ---�-- OHE --- OHE OHE � OHE OHE AFTER PRESSURE TEST, O ® 7 w INSTALL GASKETS AS SPECIFIED RETESTING MAYBE REQ'D VAL VE BOX j (ALL JOINTS TYP) \\ / �y DIAMETER VALVE BOX SHALL NOT BE 18"MIN - CONCRETE COLLAR a AS SPECIFIED INSTALLED IN CURB & GUTTER 24" MAX GROUND LINE NOTE: „ 1 \ I 2 SH PRECAST EXTENT DED BASE FOR T \ \ ( J BACKFILL �r W MANHOLES OVER T DEEP 16" TYP e,. \ \ O AND TAMP Z 6" DIP OR PVC (C900) w 1 - - - - - - - - - - - - - - -� `- - - I J- - - - - - - - O GRAVEL NUT AND LOCK WASHER = MANHOLE STEPS PIPE ENTRY POINTS SHALL PROVIDE o ¢ 2" CLEARANCE FROM PIPE 2y{ EACH END ROD (TYP) F 1 0 MAX O N III ° + 11"TYP FLEXIBLE SLEEVE WITH , . • - STAINLESS STEEL STRAPS 6• UNFORMED CONCRETE •�^ TEE 0000000000000000000000000000000°°0°000°°°°°°°° 000000000 00000000000 STABILIZATION STONE AS SPECIFIED SLOPEAT 6" GATE VALVE 3/"THREADED ROD o00000000000000000000000000 (12" MIN. UNLESS OTHERWISE NOTED) DRAIN HYDRANT DRAIN EACH SIDE 180°APART %1 (TYP) TYP. FIRE HYDRANT AND VALVE N.T.S. wog -WASH 15 14 13 12 11 10 9 8 7 6 5 4 3 2 -2 -3 -4 -0+25 4 SANITARY SEWER MANHOLE PRECAST N.T.S. MH78 SANITARY SEWER MAIN EXTENSION PLAN SCALE: 1"= 20' cn 20' 0 10, 20, W ~ SCALE 1 inch = 20 it , Z W Z_ J cc W�.r 8 U 02 2 i 7 �1 C OY m m o a N C T YI 6w�rAa C _ a E (D O N 5 Q" zCO 9 od wo - 0 r OD n N D N 4 " m Om 0 Z m T m m _ a 0 0 3 1\\ N=Cm ago ° > ^ LU C _ y N / n N n 2 > �co� ``ICI\IIIIIIIII,I`' CA y-rl� t ¢SEAL 0 •{ 17376 -1 _2 gev 7-a-io/3 June 24, 2013 -3 SURVEY BES I DRAFr DLC DESIGN DT/SF CHECK FDT -4 PROJECT No. 2013045 DRAWING No. W-3502 SCALE: AS NOTED 0+00 1+00 2+00 3+00 4+00 4+75 SHEET No. OF % SANITARY SEWER MAIN EXTENSION 2 PLAN SCALE: 1"=20' C4 r �.{ Ili. II F' f 1 .<' f • y I . USE ONLY BAONfEOW CONTROL ASSEMBLIES APPROVED BY OUC AND UNIVERSITY OF SOUTHERN CAUFOMIA FOUNDATION FOR tlt053-CQYIECOOM CONTROL AM HYDRAULIC SEAM. 2 THE RP MUST DE INSTALLED ABOVE GROUND AND MUST NOT BE SUSECT TO DUNG SUBMERGED AT ANY TIME. H SHUT-OFF VALVE RELIEF VALVE DRAINAGE PORT � 1 I ro 3" DIA. GALV ST PAINTED GREEN FIL 3. ENCLOSURE MUST PROVIDE ADEQUATE ROOM FOR TESRNC AND MAINTENANCE ENCLOSURE MUST MEET THE GUIDELINESSET N THE WC BAGa4DW PREVD7TWN MANUAL 4. DRAIN PORTS SHALL BE SUED TO ADEQUATELY RFLEVE MAXIMUM DISCHARGE OF APPROPMATE ASSEMELY. �Il�ii�li!l1 M2 SHUT-OFF 12' MIN. 30' MAX. DMN PORT CEMENT PAD TYPICAL INSTALLATION OF AN ABOVE GROUND RP (3/4, TO 2') �- '2 VM 'i ACOM (IF REQUIRED) RESERVED PARKING NOTE• o SIGN TO MEET ALL STA 7E, LOCAL AND ADA REQUIREMENTS _HANDICAPPED PARKING SIGN NTS ADJUST CLEAN -OUT TO MATCH FINAL GRADE (TYP) d NOT TO SCALE / 2.3b- 0.9" DIA. O.C. RAISED DOMES 00 0000 000000 0 0 0 0 0 0 0 0 0 0 000000000000 ME! 00000000000 N(D 000 O o 0 O 0 O O O SLIP -RESISTANT PLAN WARNING SURFACE 0.9" DIA, RAISED DOMES 0 < SECTION RAMP FLOOR DETAIL \ INSET A SEE NOTE NOTE: RAMP FLOOR SHALL BE CONSTRUCTED TO CONTRAST VISUALLY WITH ADJOINING SURFACES. �1:12 MAX SLOPE SEE 6' CONCRETE I I I INSET A' SIDEWALK AND NOTE 1:12 MAX SLOPE 6' CONCRETE SIDEWALK THIS POINT TO BE FLUSH WITH PAVEMENT (C) SIDEWALK RAMPS NOTES: RAMPS MUST COMPLY WITH NATIONAL AND LOCAL CODES ALL "ACCESSIBLE ROUTE" SIDEWALKS FROM PARK SPACE RAMP TO THE PATIO AREA OR RESTROOMS SHALL COMPLY WITH A.D.A.A.G. STANDARDS FOR WIDTH, SIDE SLOPE (1:50 OR LESS), AND RUNNING SLOPE (LESS THAN 1:20) PROVIDE TACTILE SURFACING ON RAMP SURFACES: 18" DEEP GRARRANGED SOOOVES THAT WATER3WILL NIOT ACCUMULATE HANDICAPPED RAMPS (NOT TO SCALE) TOP ELEV. =13.0 6" PERFORATED PVC (A-2000)J FILTER / W/ 157 STONE AND FILTER CLOTH CLOTH) AROUND PIPE (SEE DETAIL) 1. THE BIO-RETENTION CELL MEDIA SHALL COME FROM A BORROW PIT APPROVED BY NCDENR FOR BIORET ENRON CELL MEDIA. IF THE CONTRACTOR CHOOSES TO USE MEDIA FROM A DIFFERENT SOURCE, IT SHALL BE A HOMOGENOUS SOIL MIX OF 85-86 PERCENT BY VOLUME SAND (USDA SOIL TEXTURAL CLASSIFICATION), 8 TO 12 PERCENT FINES (SILT AND CLAY),AND 3 TO 5 PERCENT ORGANIC MATTER (SUCH AS PEAT MOSS) SHALL BE USED. SOIL MEDIA SHOULD BE SENT TO NC DEPARTMENT OF AGRICULTURE [NCDA] LABS TO BE ANALYZED. THE P-INDEX FOR BIORE7ENTION SOIL MEDIA SHOULD ALWAYS RANGE BETWEEN 10 AND 30 AND PERMEABILITY SHALL BE BETWEEN 1-6 INCHES PER HOUR. 2. IF INSITU MATERIAL IS TO BE USED AND BIORETENTION AREA IS BEING USED AS A TEMP. SEDIMENT BASIN. BOTTOM OF SEDIMENT BASIN MUST BE 1 FOOT ABOVE TOP OF B/ORETEN77ON AREA. 3. CEN77PEDE SOD FOR BIGREIEN77ON BASINS IS NOT TO BE GROWN IN SOIL W97H A IMPERMEABLE (CLAY) LAYER. BIORETENTION POND TOP OF CURB ELEVATION 3' TRANSITION(TYP) 23' TRANSITION(TYP) -i 6•• 6" FLOW LINE OF GUTTER FRONT OF GUTTER NOTE.' THIS DETAIL ILLUSTRATES THE TRANSITION FROM STANDARD CURB & GUTTER - W/ 6- ELEVATION DIFFERENCE BETWEEN TOP OF CURB AND FLOWUNE, TO CURB HEAD WIPE DOWN CONDITION - W/ TOP OF CURB AND FLOWLINE OF GUTTER AT SAME ELEVATION. Curb And Gutter Wipe Down Transition (NOT TO SCALE) t o, - a' 6. 8' CONCRETE I /2' FIBER E7WANSfON PAa p A T MATERIAL CURB:. �' :;rlili SECT. A -A 4000 PS O 4000 PSl COVPACTID SUBOPADE CONOPETE "X COVOPETE 2 O x e' C Q a � SECTION A -A C a � 0_ CONTAINER PAD MUST BE FLUSH WI714 PARKING LOT PAVEMENT. PAVED PARKING LOT PLAN VIEW DUMPSTER PAD DETAIL BASE COURSE THICKENED EDGE CONCRETE WALK DETAIL (ALL SIDEWALK EDGES ADJACENT TO BIT. CONCRETE PAVEMENT SHALL BE 7HICKEN£D) NTS 15, F- -- -- — I I W SCHEDULE 40 PVC PIPE (BARREL OR ARM) 7111L 15, X 5' Tn 0VEREXCAVA770N AT SKIMMER 3' FLEXIBLE HOSE I i GENERAL NOTES: s" 12" Contraction Joints Shall Be Spaced At 10' Intervals, Except That a 15' Spacing May Be Used When a Machine is Used or When Satisfactory Support For The Face Form Can Be Obtained Without The Use Of Templates at 10' Intervals. Joint Spacing May Be Altered By The Engineer To Prevent Uncontrolled Cracking. Contraction Joints May Be Installed By The Use Of Templates Or Formed By Other Approved Methods. Where Such Joints Are Not Formed By Templates, A Minimum Depth Of 1 1/2" Shdl( Be Obtained. CONCRETE SPILL CURB All Contraction Joints Shall Be Filled With Joint Filled NIS AND GUTTER Expansion Joints Shall Be Spaced At 90' Intervals, And Adjacent To All Rigid Objects. All Curb and Gutters Are To Be Poured With 18' C&G Class A" Concrete. (30D0 PSI) 1/2_RAD. 6" 12' Flexable Forms Are To Be Used When Radii Is Less Than 200. ° �' 1 8 RAD. / w c 1 e 1 ° 1/8" RAD. \ 24" / 1/8" RAD. t e 1 b 1 CONCRETE CURB AND GUTTERAnS 1/8" RADIUS NT SEALER 24" CONCRETE BAND 1/8" RADIUS NTS AT"SURFACE OF GUTTER CURB AND GUTTER DETAIL NTS 1/2" RAD. 6" 24- n � a SPECIAL GUTTER 36" CONCRETE VALLEY GUTTER NO SCALE I11111111/1111 IIIIIIIIIIIIII IIIIIIIIIIIIII -- Illlllllllllli IIIIIIIIIIIIII uuuuulul uunuuull IIIIIIIIIIIIII Illllllllllll — `OUTLET DEVICE ... e 48" CONCRETE VALLEY GUTTER NO SCALE - — — — — — RCP —__--- l Q SKIMMER SIZE = 2" CONSTRUCTION SEQUENCE ORIFICE SIZE = 1.5" NOTE, 1) INSTALL TEMPORARY SEDIMENT BASIN 2) INSTALL BIORE7ENTION CELL AFTER REMOVAL OF SEDIMENT BASIN. S17E TO BE COMPLETELY STABILIZED WI7H GROUND COVER (SOD OR TURF REINFORCEMENT MAT) AND CONCRETE PARKING LOT MUST BE INSTALLED PRIOR TO CONSIRUC71ON OF BIORETEN710N CELL (INCLUDES INSTALLA7101V OF UNDERDRAINS, FILL MEDIA AND SOD WITHIN BIORETEN71ON CELL). 1. INSTALL DI 2 AND 18" RCP OUTLET PIPE BETWEEN BIORETENTION CELL OUTLET STRUCTURE AND DI 2. 2. CONSTRUCT OUTLET STRUCTURE WITH FAIRCLOTH SKIMMER AS SHOWN ON PLANS FOR TEMPORARY SEDIMENT BASIN. OUTLET S77?UC7URE SHALL SERVE AS EMERGENCY SPILLWAY FOR SEDIMENT BASIN DURING CONS7RUC770N J. BIORE7ENI7ON CELL AREA TO BE EXCAVATED AND USED AS TEMPORARY SEDIMENT BASIN UN77L STABILIZA71ON OF S17E HAS BEEN COMPLETED. 4. UPON STABILIZA77ON OF SITE, MUCK OUT ALL SEDIMENT AND CONVERT SEDIMENT BASIN TO B10RE7EN77ON CELL AS DEPICTED ON PLANS SKIMMER DETAIL REVISIONS: o a m ti a 0 a Ire C co LJ J c Q � O W 0�� I- Act o SOUJ W Z W 0 ca V o z Z Tnti0) �0) wmoo LL aTN �M`L w U 00 d c c LcA Way< UO n z U) E u U) O w Q O O c 0 pl"o6N G� w y � J N Vl r T3 N u c m o Z w � Z „ m v N 1 c — in a� l I C �N I, n t/ w n d co, e ` SEAL 17376 'rrFFEFE Pl - 7 1, ZoT3 June 24, 2013 SURVEY - DRAF1 DLC DESIGN - CHECK FDT PROJECT No. 2013045 DRAWING No. W-3502 SCALE: AS NOTED SHEET No. OF 7 ,_5 REVISIONS: EROSION CONTROL PROVISIONS 1. No Person May Initiate A Land Disturbing Activity Before Notifying The Erosion Control Officer Of The Date 7hot The Land Disturbing Activity Will Begin. 2. Land Disturbing Activity Beyond That Required To Install Appropriate Erosion Control May Not Proceed Until Erosion Control Measures Are Inspected And Approved. J. Scheduling Of A Pre -construction Conference With The Erosion Control Inspector may be Required Prior To Initiating Land Disturbing Activities. For Inspection Cal! (252) 946-6481. 24 Hour Notice Is Required. 4. Install Rock Inlet Sediment Traps Around All Catch Basins, Drop Inlets, And Yard Inlets. 5. Provide 20' X 50' X 6" Stone Construction Entrances As Shown On Pion. 6. Seed Or Otherwise Provide Ground Cover Devices Or Structures Sufficient To Restrain Erosion For All Exposed Slopes Within 7 Days Of Completion Of Any Phase Of Grading on perimeter areas and slopes steeper than A 1. All other areas shall be stabilized within 14 days. 7. Contractor Shall Inspect And Maintain As Needed All Erosion Control Devices On A Weekly Basis And After Each Major Storm Event. Failure To Keep All Erosion Control Devices In Proper Working Order May Result In A Stop Work Order Or Civil Penalties Up To $5000.00 Per Day Of Violation. B The Engineer Reserves The Right To Require Additional Erosion Control Measures Should The Plan Or Its implementation Prove To Be Inadequate. 9. Acceptance And Approval Of This Plan Is Conditioned Upon Your Compliance Wlth Federal And State Water Quality Laws, Regulation And Rules. In Addition Local City And County Ordinances Or Rules May Also Apply To This Land Disturbing Activity. This approval does not supersede any other permit or approval. to Please be advised of the rules to protect and maintain existing buffers along watercourses In the Neuse and Tor -Pamlico River basins. These rules are enforced by the Division of Water Quality (DWO). Direct any questions about the applicability of these rules to your project to the regional water quality supervisor, Washington Regional Office of (252) 946-6481. EROSION CONTROL MEASURES 1. All work will be done in accordance with the Sedimentation Control Act of 1973 and the North Carolina Department of Environment and Natural Resources. No land disturbing activity beyond that required to install the appropriate erosion control measures may proceed until measures are Inspected and approved. 2. Prior to demolition operations, silt fence and straw wattles shall be installed as shown on the construction drawings. J. Asphalt pavement drives shall have on b / f stabilization and l shall b seeded o stabilize the soil.preparation sp p d e ve st a ass paced on them orshoulders e t st b e Seed bed shall be conducted according to North Carolina Deportment of Transportation Standard Specifications for Roads and Structures (D.O.T.). The ground surface shall be cleared of stumps stones, roots, cables, wire, grade stakes and other materials that might hinder proper grading, tillage, seeding or subsequent maintenance operations. Grades on the area to be seeded shall be maintained In a true and even condition. Maintenance shall include any necessary repairs to previously graded areas. All graded areas shall be thoroughly tilled to a depth of at least four (4) inches by plowing, disking, harrowing, or other approved methods until the condition of the soil is acceptable. On sites where soil conditions ore such that high day content and excessive compaction cause difficulty in getting dodo and lumps effectively pulverized, the Contractor shall use the rotary tillage machinery until the mixing of the soil is acceptable and no clods or clumps remain larger than 1 112 inches in diameter. A firm and compact seed bed is required and after being graded, the seed bed shall be lightly compacted with a land roller, such as a cu/tipacker, before and otter seeding. Limestone shall be dolomitic agriculture ground limestone containing not less than 10 percent magnesium oxide. Lime shall be uniformly applied at the rote of 2 tons per acre. Fertilizer shall be uniformly applied at a rate of 500 pounds per acre of 10-20-20 analysis. The fertilizer shall be incorporated into the upper three or four inches of prepared seed bed just prior to the lost tillage operation, but in no case shall it be applied more than three days prior to seeding. Fertilizer shall be used immediately after delivery or stored in a manner that will not permit it to harden or destroy its effectiveness. When hydroseeding equipment is used for seeding, fertilizer shall be applied simultaneously with seed, using the above rates of application. Seed shall be certified seed or equivalent based on North Carolina Seed Improvement Association requirements for certification. All seed shall be furnished in sealed standard containers. Seed which has become wet moldy, or otherwise damaged prior to seeding will not be acceptable. Seeding shall be accomplished with hand planters, power- drown planters hand packers, or hydroseeding equipment at the following rates: INSET A EXCELSIOR WATTLE PERMANENTPreparation Lime SCHEDULE Seed Bed Lime - 2 tons per acre Fertilizer (10-20-20) - 500 pounds per acre Seeding Mixture., (January 1 - March 31) Common Bermuda gross (unhulled) - 20 pounds per acre Rye (grain) - 25 pounds per acre (April 1 - July 31) Common bermudogross (hulled) - 15 pounds per acre Weeping Lovegross - 5 pounds per acre Centipede - 8 pounds per acre (August 1 - December 31) Common Bermuda grass (unhulled) - 20 pounds per care Tall Fescue - 60 pounds per acre Rye (groin) - 25 pounds per acre Seed Bed Protection: Straw Mulch - 2 tons per acre (visual) Asphalt Tack - 0.03 gallons per square yard 4. GroaOtM 6ry�I Y 1 W ACQ# fDW Tland-disturbinghove term temporarily or permanently ceased according to the following schedule: a. or/ stabilization shall be achieved any area of a site where p y p y g g i. All perimeter dikes, swa/es, ditches, perimeter slopes and all slopes steeper than 3 horizontal to 1 vertical (3.•1) shall be provided temporary or permanent stabilization with ground cover as soon as practicable but in any event within 7 calendar days from the last land -disturbing activity. A. ! h i r shall provided r permanent tabiMration with round cover as soon as practicable but in an event within 14 calendar days from he lost land -disturbing AI of err d disturbed areas sha be p o deal temporary or per s g p y ys t a t activity. b.Conditions - In meeting the stabilization requirements above, the following conditions or exemptions shall apply. 1. Extensions of time may be approved by the permitting authority based on weather or other site -specific conditions that make compliance impracticable. 1/.All slopes 50' In length or greater shall apply the ground cover within 7 days except when the slope is flatter than 4., 1. Slopes less than 50' shall apply ground cover within 14 days except when slopes are steeper than 3:1, the 7 day -requirement applies. N. Any sloped area flatter than 4: 1 shall be exempt from the 7-day ground cover requirement. IV. Slopes 10' or less in length shall be exempt from the 7-day ground cover requirement except when the slope is steeper than 2: 1. v. Although stabilization is usually specified as ground cover, other methods, such as chemical stabilization, may be allowed on a case -by -case basis. r and High alit Woters as classified b the Environmental Management Commission, stabilization w' r vi.For portions of projects within one mile and draining to tout Rotes g Quality y g o with ground cover shall be achieved as soon as practicable but In any event on oil areas of the site within 7 calendar days from the last land -disturbing act. W. For portions of projects located in Outstanding Resource Waters watersheds as classified by the Environmental Management Commission, stabilization with ground cover shall be achieved as soon as practicable but in any event on all areas within 7 calendar days from the lost land -disturbing act. vAl. Portions of a site that are lower in elevation than adjacent discharge locations and are not expected to discharge during construction may be exempt from the temporary ground cover requirements if identified on the approved E&SC plan or added by the permitting authority. s sohiior{'+,� Rerrwles (� Ntx�DtQoro) Minimum self inspection and reporting requirements are as follows unless otherwise approved in writing by the Division of Water Quality. a.A rain gauge shall be maintained /n good working order on the site unless another rain monitoring device has been approved by the permitting authority. b.A written record of the daily rainfall amounts shall be retained and all records shall be made available to DWO or authorized agent upon request (Note: if no rainfall occurred, the permittee must record ,zero ). a Erosion and sedimentation control measures shall be inspected to ensure that they are operating correctly. Inspection records must be maintained for each inspection event and for each measure. At a minimum, inspection of measures must occur at the frequency indicated below., I All erosion and sedimentation control measures must be inspected by or under the direction of the permittee at least once every seven calendar days, and AAll erosion and sediment control measures must be inspected by or under the direction of the permittee within 24 hours after any storm event of greater than 0.50 inches of rain per 24 hour period. Al. limes when a determination that adverse weather conditions prevented inspections should be documented on the Inspection Record. d.Once land disturbance has begun on the site, stormwater runoff discharge outfolls shall be inspected by observation for erosion, sedkentation and other stormwater discharge characteristics such as clarity, floating solids, and oil sheens. inspections of the outfolls shall be made at least once every seven calendar days and within 24 hours otter any storm event of greater than 0.50 inches of rain per 24 hour period. &Inspections ore only required to be mode during normal business hours. When adverse weather conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection con be delayed until it is deemed safe to perform these duties. If the inspection cannot be done on that day, it must be completed on the following business day. f. Twenty-four Hour Reporting for visible sediment deposition /. The permittee shall report to the Division of Woter Quality central office or the appropriate regional office any visible sediment being deposited in any stream or wetland or any noncompliance which may endanger heath or the environment. (See Section IX of this permit for contact information.) Any information shall be provided orally or electronically within 24 hours from the time the permittee became aware of the circumstances. Visible discoloration or suspended solids in the effluent should be recorded on the Inspection Record as provided below. A..A written submission shall be provided to the appropriate regional office of the DWO within 5 days of the time the permittee becomes aware of the circumstances. The written submission shall contain a description of the sediment deposition and actions taken to address the cause of the deposition. The Division of Water Quality staff may waive the requirement for a written report on a rose -by --case basis. g.Records of inspections mode during the previous 30 days shall remain on the site and available for agency inspectors at all times during normal waking hours, unless the permitting authority provides a site -specific exemption based on unique site conditions that make this requirement not practical. Older records must be maintained for a period of one year after project completion and made available upon request. The records damust provide the details of each inspection including observofionsand actions token in accordance with this permit. The permittee shall record the required rainfall and monitoring observations on the Inspection Record for Activities Under Stormwater General Permit NCGO10000' form provided by the Division or a similar inspection form that is inclusive of all of the elements contained in the Division's form. Electronic storage of records will be allowed if approved by the permitting authority. h.lnspection records must include, at a minimum, the following: 1. Control Measure inspections: Inspection records must include at a minimum: 1. identification of the measures inspected, 2. date and time of the inspection, J. name of the person performing the inspection, 4. indication of whether the measures were operating properly, 5. description of maintenance needs for the measure, 6. corrective actions taken and 7. dote of actions taken. it.. Stormwater Discharge Inspections: Inspection records must include at a minimum: 1. identification of the discharge outfoll inspected, 2. date and time of the inspection, J. name of the person performing the inspection, 4. evidence of indicators of stormwater pollution such as oil sheen, floating or suspended solids or discoloration, 5. indication of visible sediment leaving the site, 6. actions taken to correct/prevent sedimentation and 7. date of actions taken. Al. Visible Sedimentation Found Outside the Site Limits: Inspection records must Include.- 1. on explanation as to the actions taken to control future releases, 2. actions token to clean up or stabilize the sediment that has left the site limits and J. the date of actions taker. iv. Visible Sedimentation Found in Strums or Wetlands: All inspections should include evaluation of streams or wetlands onsite or ofisite (where accessible) to determine if visible sedimentation has occurred. J. Visible Stream Turbidity - If the discharge from a site results in visible stream turbidity, Inspection records must record that evidence and actions taken to reduce sediment contributions. Sites discharging to strums named on the state's 303(d) list as impaired for sediment -related causes may be required to perform additional monitoring, inspections or application of more -stringent management practices If It is determined that the additional requirements are needed to assure compliance with the federal or state impaired -waters conditions. if a discharge covered by this permit enters a stream segment that is listed on the Impaired Stream List for sediment -related causes and a Total Maximum Doily Load (TMDL) has been prepared for those pollutants, the permittee must implement measures to ensure that the discharge of pollutants from the site is consistent with the assumptions and meets the requirements of the approved TMDL. The DWO 303(d) list con be found at: h t tp: //h 2o. enr. s to te. n c.us/tm dl/Gen eral-303d. h tm/ 6. All erasion and sedimentation control devices shall remain in place and be maintained by the Contractor until all seeding is established and construction areas have been stabilized. 7. Temporary Seeding - Seed in accordance with Soil Conservation Service recommendations with regard to seed type, rate of application, fertilizer, etc. 2 MATTING \ BSLOPE \ ISOMETRIC VIEW VEDICH CROSS SECTION `-ST�ts<OPE TRA I AL 13MCH 3' FILTER FABRIC ON GROUND NOTES.* USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLEE, USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. ONLY INSTALL WATTLE(S) TO A HEIGHT /N DITCH SO FLOW WILL NOT WASH AROUND WALE AND SCOUR DITCH SLOPES AND AS DIRECTED. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATME TO BOTTOM OF DITCH. PRONDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U" SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT LW BOTH SIDES OF WATTLE AND AT EACH END TO SECURE /T TO THE SOIL. INSTALL MATTING IN ACCORDANCE WITH SEC77ON 1631 OF 774E STANDARD SPECIFICATIONS GROUND GROUND TOP VIEW INSET B EXCELSIOR WATTLE DETAIL NTS A TOP OF SILT FENCE 4' MIN. MUST BE AT LEAST 1' ABOVE THE TOP OF WASHED STONE SILT FENCE FILTER STONE FRONT VIEW FILTER OF 1" DIA. WASHED STONE BURY 6' OF UPPER 1 f1 '- BURY WIRE FENCE EDGE CF FILTER J I I AND HARDWARE CLOTH FABRIC IN TRENCH SECTION (VIEW 30" MN. HEIGHT OF STONE BURY WIRE FENCE, FILTER FABRIC AND HARDWARE CLOTH IN TRENCH ul STEEL FENCE POST SET MAX 2' APART la INTO SOLID GROUND MAX STANDARD S7RENGTH FABRIC WTH WRE MAX EXTRA SnXN07H FABRIC W7HOUT WRE P*_T i ✓' MW FABRIC -TAMPED BACKFILL d 8' DOWN & 4' FORWARD ALONG THE 7REWN r /w" meet ..� MAXIMUM POST SPACING 4 FT. -r"- n n SEDIMENT = CONTROL STONE AVERAGE BOX DIMENSION VARIABLE SEC7701V A -A MULTI -DIRECTIONAL FLOW N07E SEDIMENT CONTROL STONE SHALL BE NO. 5 OR NO. 57 AND SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER TON 'SEDIMENT CONTROL STONE." WIRE MESH SHALL BE HARDWARE CL07H 23 GAUGE MIN. AND SHALL HAVE 114 INCH MESH OPENINGS TOP OF WIRE MESH SHALL BE A MIN/MUM OF ONE FOOT BELOW 7HE SHOULDER OR ANY DIVERSION POINT. STEEL POST SHALL BE 5 FT. IN HEIGHT, BE INSTALLED 1.5 FT. DEEP MINIMUM, AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE. WOOD POST SHALL BE 6 FT. IN HEIGHT, BE INSTALLED TO 1.5 FT. DEEP MINIMUM AND BE 3 INCHES IN DIAMETER. POST SPACING SHALL BE A MAXIMUM OF 4 FT. ROCK INLET SEDIMENT TRAP (NOT TD SCALE) SILT FENCE OUTLET AGGR AGGREG NO SCALE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NTS 11 0 0 J V cc O V a m w a w w r 2 LL C rn P 0 O C nil^ C O a) a=emu . C lQ W M z 0 C w E 00 w O Q U w M m C - wg m 0 V Cm e o U q v .- Z a otooa CAN',1 C W = h m 7 n C W O N > ` f` m b r o0v SEAL ` 17376 June 24, 2013 SURVEY -low DLC DESIGN - CHECK FDT PROJECT No. 2013045 DRAWING No. W-3502 SCALE: AS NOTED SHEET No. OF % C6 r -7 7 - 61 � I.