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HomeMy WebLinkAboutSW5200701_Complete Set 7-1-20_202007081. 1 CONTA CT INFORMA TION PLANNING/ZONING: SPRING HOPE, NC 118 W RAILROAD ST SPRING HOPE, NC 27882 JAE KIM 252-478-5186 EXT.225 WATER & SEWER: SPRING HOPE, NC 118 W RAILROAD ST SPRING HOPE, NC 27882 SANDRA MORRIS 252-478-5186 EXT.221 STORM DRAINAGE NCDENR—DWQ & ENGINEERING: RALEIGH REGIONAL OFFICE 3800 BARRETT DRIVE RALEIGH, NC 27609 CONTACT: KIMBERLY SUMMERS 919-791-4213 Owner/Developer IT'S FARM TIME, LLC P.O. BOX 277 KINSTON, NC 28502 1-800-366-9921 BEFORE YOU DIG, CALL 0 II0 D NORTH CAROLINA ONE CALL CENTER www.ncocc.org 00(0 Oa) �00 xl O m `0 o^ N L N W Z O m N.C. 581 & U.S. 64 BY - PASS Z SPRING HOPE,,, NORTH CAROLINA . z= LQ = U V � Z JUNE 17. 2020 ZO-i J Q 5; W�Cn Oa co Z 0 41P 49 Famous Chicken 'ri Biscuits INDEX OF SHEETS COVER CE-01 CE-02 CE-03 CE-04 CE-05 CE-06 CE-07 CE-08 CE-09 D-01 D-02 D-03 D-04 D-05 COVER SHEET OVERALL SITE PLAN SITE PLAN UTILITY PLAN GRADING and DRAINAGE PLAN LANDSCAPE PLAN SEWER PLAN and PROFILE ROAD WIDENING PLAN EROSION CONTROL PLAN LIGHTING PLAN EROSION CONTROL DETAILS SITE NOTES and DETAILS UTILITY NOTES and DETAILS NCGO1 NOTES SHEET NCGO1 NOTES SHEET Civil Engineering: ENGINEERING 801 EAST WASHINGTON STREET NASHVILLE, N.C. 27856 WWW.STOCKSENCINEERING.COM Contact: J. Michael Stocks, PE mstocks@stocksengineering. com License Number 19843 'q1w P.O. BOX 1108 PHONE: (252) 459-8196 SITE INFORMATION LOCATION: ......................... . NC HWY 581 SPRING HOPE, NC COUNTY: ........................... NASH SIZE AREA: ........................ . 74.11 ACRES PIN: .............................. 276911568362 DEED BOOK/PAGE NUMBER. ...........2967/363 TOWNSHIP. ......................... SPRING HOPE, NC ZONING ............................GB EXISTING USE . ..................... . VACANT PROPOSED USE......................COMMERCIAL TOTAL BUILDING SIZE . ............... 3,105 S.F. MINIMUM BUILDING SETBACKS PRIMARY ST. ...................... . 30' SIDE ............................. 10' REAR ............................. 25' PARKING REQUIREMENTS 1 SPACE PER 50 SF WITH 15 SPACES MINIMUM TOTAL PARKING REQUIRED . ........... . 63 REGULAR 9' X 19.................... 62 H.0................................2 H.C. (VAN ACCESSIBLE) . ............. . 1 TRUCK PARKING 4 TOTAL PARKING PROVIDED .............. 69 TOTAL SITE AREA: ................... . 74.11 Ac. 2004 IMPERVIOUS. .. . . 0 Ac. BOJANGLE'S SITE IMPERVIOUS ........... 1.31 Ac. STREET IMPERVIOUS . ................ . 0.57 Ac. OUTPARCEL #1 IMPERVIOUS. .......... . 1.33 Ac. OUTPARCEL #2 IMPERVIOUS . .......... . 1.50 Ac. TOTAL PROPOSED IMPERVIOUS........... 4.71 Ac. (6.36%) TOWN MAXIMUM COVERAGE .. 40% RIVER BASIN . ...................... . TAR—PAM DISTURBED AREA . .................. . 14.94 AC Surveyor: B0UIVDAR Y SUR VEYPR0VIDED BY.• STRICKLAND LAND SURVEYING 123 W. WASHINGTON STREET NASHVILLE, NC 27856 (252) 459-3838 TOPOGRAPHICAL SUR VEYPR0VIDED BY.• BARROW AND BARROW, PA 115 HERITAGE CROSSING SNOW HILL, NC 28580 (252) 747-5790 BLN=C-1874 y y m O OC y V ob Vft � ft C� � O � ftCz Q y O 00 `�.o•EssCA R• ' SEAL 19843 ICHAEL 5���.•`�. 2/7/2020 COVER r REVISIONS ■ FILE NO. 2019-059 HORZ. SCALE: NONE VERT. SCALE: NONE LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5 COVER BEFORE YOU DIG, CALL 0 0 O D NORTH CAROLINA ONE CALL CENTER www.ncocc.org - RY/AL C. MILLS - D.B. 1164 - PG. 609 - ✓AMES LONG - D.8. 2090 - PG. 212 - BEASLEY PERRY, ,/r _ D.B. 869 - PG. 423 289, 82' N877414 W - 422.20 - MAR✓OR/E H. COLUNS - D.B. 1'M - PG. 185 S,o Tp '•\ -pyc�i IRON ypT FWND G� S34 5549 0 28.62' I 261.50' - HAROLD W. HERNDON - OP.B.125 - PG. 2 4 IRON S89 56 57"W —...... ---TJ--- 119.98' IRON FOUND OJONESL- D.B.1577 N PG. 455 h o N I I PG. 24 i L I IR 1 P.P. FOUND 5895! M HERNDON STREET 85 WI RAY VVV I I W1666 LONG - — — —--------� D.. 1666 B. - PG. 599 /�, u' i i _—__—__—__ —__—__ HELEN M. TONEY - - CECIL ROBERSON - D.B. 2059 - PG. 740 D.B. 1372 - PG. 74 J I i FouND S885509 E 240.88' ✓ULIUS LA VON WIGGINS y^ m D.B. 1817 - PG. 186 —------- — 3 ouND - CECIL ROBERSON, ✓-. - D.B. 1544 - PG. 55 :� h —__—__ ------____O IRON - Ma WN E. LANG• Jr - ZZ FOUND D.B. 2039 - PG. 510 I- ------- a / PERCY RICHARDSON, Jr.R o / D.B. 554 - PG. 75 m o - ----- GLORIA RICHAROSON SULTON / D.B. 1059 - PG. 839 / 5897600E IRON / IRON ' 50.06 i WILLIAM B. WILLIAMS D.B. 983 - PG. 38 v // i S8976 58 EIRON / FOUND 150.05' h FOUND / / h N / WILLMM B. WILLMAS / i D.B. 631 - PG. 570 I / FC'1'0 iq Eu ,6� � 99e"i// 91 T (SHELTER o / / IRON / IrO, / / oesy� SSA 6 49'41 E - MIL TON GLENN EDWARDS, Jr - 19 61' D.B. 865 - PG. 684 S5471'1B E / 40.76' HENDRICKS BRANCH OR 96g3'r'��i� LITTLE SAPONY CREEK \• ss�y / CIL RUN IS P/L \ a I . S54 W 0, 3E q Wy Qcl I s I RCym 11 N��O � N!N ( P.B• UNOPEN' 9S EET___ P.P. 30_WIDE_---- / --------- _ 432.26' IFWND 58233'43"W 400.14' / / - BERNICE LPG1NGA 53B D.B. 953 / BERNICE T•PG1N593 D.B. 691 LC D G ANDREWS - 809 - PG. 689 -END OF COO CTED STREET NAIL / 58844 43 E - b 444 17' / 212.75 OU FOUND 200.80' IF AS PER NASH COUNTY TAX MAP ) v I FouND 210.00' 105.00' AMERICAN LEG/ON I - ROLAND POPE, BERN/CE T. VETERANS CLUB D.B. 957 - PG 216 D.B. 711 - PG. 207 i - M/NGA - D.B. 244 / 110 Ac OU7PARCELs— I PG. 506 �Bsq�f \ Ao� sue, / / N8147'0) / 34.69' 25. IOX CULVERT N76 5157 E 35.89' 6 'O V� V q�pq S� N I , \.. .. o a^ O 2 N84'O2'28 E \\ `• s FOUND 174.82' A 3.766 Ac. Total - 0.622 Ac. R/W 3.144 Ac. NET 1�. O 76.720 Ac. -1.110 Ac. Outporcels 75.610 Ac. Total - 1.504 Ac. R/W 74.106 Ac. NET � ✓� �S�S99?. 1 0 O vw� a 1 1 A ADD177ON TO m TOWN OF 1 SPRING HOPE PROPERTY "A " 0.452 Ac. .0427 EIN84�11-AXEA— c,06.45O �FW/N/D % 4.6 �O..i26OpE 59 pG- 6 Too, 06625 P 0• p,8• \ S39% ,� 3a 13.41' S4b'L/ 4. 70.91, 0 C. � Z IL � � Z y Al IqL EET P � - CHESTER H. BRANMEY, et a/ - 7RACT No. 2 D.B. 307 - PG. 97 � U �, fiq By -PASS U.S. HWY 64 )or...PASS NCGS STATION "EPHESUS" INC GRID COORDS N=242344.944M E=691065.092M CONTROL CORNER NCGS STATION "BAPTIST" NC GRID COORDS N=242009.951 M E=691238.065M CONTROL CORNER R OVERALL SITE INFORMATION EXISTING PARCEL: . ............................................. ................................ 74.11 Ac. PIN: ....................................................................................................................... 27691 1568362 PRO. OUTPARCEL #1..................................................................... 1.77 Ac. PRO. OUTPARCEL #2..................................................................... 1.72 Ac. PRO. OUTPARCEL #3..................................................................... 2.0 Ac. PRO. RIGHT OF WAY..................................................................... 1.17 Ac. REMAINING PARCEL: ......................................................................... 67.45 Ac. SCALE: 1 " = 150' 0 150 300 375 450 525 orn �00 xl O m O^ N W � N w z O a_ O 1 U d Z_ Ld Ld w Z_ z Z Z W Y U O WLLJ W� Of z Z O LQ • 00 Z N M = U Z Z F-W J W (/1 w = ¢' U) 00 Z BLN=C-1874 CARp ESS pN• 41 SEAL 19843 CNAEL S��.�`�• 2 7 2020 OVERALL SUE PLAN REVISIONS FILE NO. 2019-059 HORZ. SCALE: 1"=150' VERT. SCALE: NONE LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5 600 GE 01 BEFORE YOU DIG, CALL a0 0 \ D NORTH CAROLINA ONE CALL CENTER www.ncocc.org 1 \ I II \ \ \\ \ \ \\ \ \ 50' R/W 3 27' BB \ \ \` / \•\ \INN \ \\ \\ 1 24 2" SF9.5B ASPHALT OVER 12 2 I19.06 ASPHALT SEE DETAIL FOR CURB GEOMETRY \ F14OMPACTED 8„CAci , l l �- \\ \ SUBGRADE - PREPARE IN ACCORDANCE WITH GEOTECHNICAL \ REPORT. `�\ \•\ \ \\ \\ \ STREET CROSS SECTION \ I \ \ \ \ \ \ NOT TO SCALE I \ I � \ \ ——... ... ... ... — \ 251,0— v \�T l 4'-8' 5'-4' .101-01 \ ,�QP Pc• 1 \ DIRECTIONAL ARROW DIMENSIONS NOTTO SCALE 12 1 N \ /Of�P 9A p E RIG SIE GN'( yo �10 ?OR ®.9 �6, / \ ` \\ RESERVED C. PARKING o_NGNl] Nt \ \\ \ N F" ^ / i 1••; .. •:S. 35' gMF` 1h �; \ \\� MAXIMUM gO F ,. O9Rp 60 \ \ a� PENALTY —Z \ $250 \ 3 1F WHEEL STOP DETAIL A SCALE: N.T.S. 2'-a" 7'-0' MIN. 1'-0 2'-6" 1 2'-6" 1'-0" / 12" * RARKING AREA 1 1/2 CHAMFER 9" .AL HOLES W 6" SPHALT GEM T ",,-1 1/2' CHAMFER 2-#3 BARS �SUR AICEU BASE COURSE BASE COURSE A 6„ 1/2" DIA. RODS 2'-0" LONG BITUMINOUS SURFACE N07E- ANCHOR RODS TO BE SLEEVED OR 1/2" DIA. RODS 2'-0" LONG ELEVATION GREASED 7HRU CONC. CURBS TO SECTION A —A PERMIT RELOCA71ON OF CURBS —�—- s$ R ,� \ \ \ o� O yR _f \ w ¢w :m z UG ,2s'.R 5 \ 2" ALUMINUM VAN —ACCESSIBLE SIGN AT VAN SPACE ONLY R7-8 or R7-8a GREEN GREEN BLUE WHITE SYMBOL WHITE BACKGROUND R7-8D 36'FF GRE?Ea' ^ �R ` � P�� \\ \¢ SQUARE BLACK o L` p GON 6' 15?? \ \ \ V POST ~ a m Epp S1�RG TO s: i w Z 00 �JZ �pING J w Y J LW Q co 0- 50'R 16 t ," Y \ \\ 197-8 HANDICAP SIGN C. \\ 51"f E 0-0�\ 21 c� � • S \ 9 PARKS / '. ' G z '' \ 50 \ ro Z 60 �� P GINPG� \ A \ r S, . CONCRETE TO BE AIR —ENTRAINED \\ \ \ \\ \\ \\ oGA `-A •'XNN LOW SLUMP 3,000 P.S.I. ® 28 DAYS. \ 30 d . .' .. I• 24" SPILL LIP C�1 �, ,• CONCRETE TO BE AIR —ENTRAINED 4- : .; .. LOW SLUMP 3,000 P.S.I. ® 28 DAYS. N a, a 24" STANDARD 24" (SIDEWALKS) LIGHT DUTY HEAVY DUTY RIGID PAVEMENT FLEXIBLE PAVEMENT NOT TO SCALE NOT TO SCALE 2" SF9.5B 3,000 PSI CONC. ASPHALT ® 28 DAYS +;..;; • : ''. OVER 4" THICK .• :: 2" I19.06 '. ASPHALT COMPACTED — — SUBGRADE COMPACTED =III=11 �i SUBGRADE HEAVY DUTY RIGID PAVEMENT LIGHT DUTY NOT TO SCALE FLEXIBLE PAVEMENT NOT TO SCALE 4,000 PSI CONC. ri 2" ACSC ® 28 DAYS .° TYPE SF9.513 6" THICK ASPHALT 4" CABC 6" CABC I I �I = I I I COMPACTED— I COMPACTED SUBGRADE SUBGRADE \ 2� 5 � A 60 �+ 51 T \\ \ \ \ \ N LIGN \\ \ \ \ \ �9? 3DFF \ \\ '�JAT \VALVE I \ATE'R \ALV A' 5- \ FF 51fE o f�Of o_ \ \ /2 �1 �IGNT � 50hR,1G5'f0• G&G E LIGN�( SIT \ . 15'R \o A. CONCRETE CORNER DETAIL N.T.S. a t I AB SCALE: 1" = 30' 0 30 60 75 90 105 120 O m -00 xl O `O m O N N L:L.i z O o_ O U 0 z_ Of LJ w z Ld Z Z LJ cn Y U O H WLd U) WU U) Z O O u7 • Z N = U �1 Z Z �W J W U) ¢ w' = z 000 BLN=C-1874 1IIIIII D A � �O� _ •Q� SEAL 9� � 19843 �'CHAEL S��.�`�• ........... S 2 7 2020 SITE PLAN REVISIONS FILE NO. 2019-059 HORZ. SCALE: 1"=30' VERT. SCALE: NONE 0z LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5 BEFORE YOU DIG, CALL 0�0 NORTH CAROLINA ONE CALL CENTER www.ncocc.org 1 270 \\ 265 \ \ \ 260 \\ 1 \ \ -A o \ \ N O \ \ \mo \ \\ \ \G6 2 �p�ER SER / / STPEE� V1? I U o Q � a z Qc) ca a0co O N Qr co = m 10+00 \ O \ 10+50 11 +00 11 +50 12+00 12+50 13+00 S TREE T B' WA TEA L INE PROFILE S° USA i�N� 1�E k G �a� M•,1'Jp�� Gp� \ \ 09 X 13+50 SCALE: 1" = 30' 30 60 75 — 270 — 265 — 260 255 14+00 90 105 120 • w z O O U C' z_ Cr w w z Zz w cn Y U O H (n WLd F- LU Ez c0 O00 F- 00 z N M = U � z ZF-w Cn J 1= W oz BLN=C-1874 C A' IO SEAL 19843 CHAEL S\ will 2 7 2020 UTILITY PLAN REVISIONS FILE NO. 2019-059 HORZ. SCALE: 1"=30' VERT. SCALE: NONE GE 03 LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5 1 \\` \ V\ \ \ \ BEFORE YOU DIG, CALL 0 0 NORTH CAROLINA ONE CALL CENTER www.ncocc.org 1 \ \\ \ GP F \ 5 2 1 _Q.� 0 N I 3N ° T \ — \ U2 //1 .u' / 1l I Jf' . S 0 as N \ N`' y N.X' ti 3 \\\\ '�JAT \VALVE 33 10. 15q �o�\ \ I ATE'R V\ALVE Ll 3 \ 265 61 \\ \ \ \ - . �6q.2 26q 32 � ` \\ SCALE: 1" = 30' 0 30 60 75 90 105 120 rn 0 700 xl O `o m o^ N N w z O _ o_ O U 0 z_ Of Ld w z Ld Z z w cn ► Y U O H W w3:: LUof F— (C) OLQ • EZ F-00 z N = U z Z ~ LAP J W (n l= 00Z BLN=C-1874 C A � �O� _ •Q� SEAL 9� � 19843 FNGINEE�' G�C".�: *�5N �HAEL %\.'`�• 2 2020 DRAINAGE AND GRADING PLAN REVISIONS FILE NO. 2019-059 HORZ. SCALE: 1"=30' VERT. SCALE: NONE GE 04 LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5 BEFORE YOU DIG, CALL 0 0 NORTH CAROLINA ONE CALL CENTER www.ncocc.org \ \ _ 251:0— \ \\ \ PLAM7NG SCHI QUANTITY COMMON NAME LA TIN NAME SIZE ® PLANTING 11 RED MAPLE Acer rubrum 2 112" CALIPER AND 8' TALL 14 DWARF BURFORD HOLLY flex cornuta Burford Nana' 18" TALL (3 GAL.) 6 EASTERN REDBUD Cercis conadensis 1 1/2" CALIPER AND 6' TALL 10 CRIMSON FIRE LOROPETALUM Loropetafum chinesis vor. rubrum 18" TALL (3 GAL.) PL.vvnNcLEG-1 CANOPY TREE (� ® 0 2 112" CALIPER ® ® (RED MAPLE) SMALL ORNA MEN 1 112" CALIPER (EASTERN REDBL Q\ SMALL SHRUB D \ SMALL SHRUB C TRIPPLE—SHREDL SPERMANENT SEE \ \ \ EX. GROUND \ PS \ PS \ \\ � / •` a \ 60 R �.• .;— / M Y. PS o PS' 60 4 41 ° e RUBBER HOSE CONTACT POINTS MULCH 4' to 6" I: 3" MIN. PINE S/ OR BARK MULCH — ROOT BALL — 1 /4" NYLON TREE PLANTING DETAIL NOT TO SCALE C) LANDSCAPING NOTES 1. ALL PLANTS MUST BE LOCATED OUTSIDE OF EXISTING AND/OR PROPOSED DRAINAGE AND UTILITY EASEMENTS. 2. A MINIMUM 20—FOOT HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL OVERHEAD LIGHT POLES AND/OR UTILITY LINES AND SHADE/LARGE TREES IN ORDER TO PREVENT CONFLICTS AND FUTURE MAINTENANCE PROBLEMS. 3. ALL TREES PLANTED SHALL HAVE A MINIMUM OF THREE INCHES OF PINE STRAW OR BARK MULCH. SEE TREE —PLANTING DETAIL. 4. ALL SHRUBS PLANTED SHALL HAVE A MINIMUM OF TWO INCHES OF PINE STRAW OR BARK MULCH. SEE SHRUB —PLANTING DETAIL. 5. ALL REQUIRED SHADE/LARGE TREES SHALL BE PLANTED AT LEAST 4.5 FEET AND ALL REQUIRED SMALL TREES AND SHRUBS SHALL BE PLANTED AT LEAST 2.5 FEET FROM THE EDGE OR ANY DRIVEWAYS OR PARKING SPACES IN ORDER TO REDUCE THE CHANCE OF DAMAGE FROM VEHICLES, HOWEVER, IT IS RECOMMENDED TO MAINTAIN A CLEAR DISTANCE OF 5 FEET FOR BOTH. 18" to 24" CORD 2" MIN. PINE STRAW OR BARK MULCH EX. GROUND T — / —STAKE AS NEEDED COMPACT FILL TIGHTLY AROUND ROOT BASE DIG HOLE 2 TIMES THE SIZE OF THE ROOT BALL. 1>ATE'R •`\ALV� COVER W/SOIL \ — ROOT BALL — SHRUB PLANTING DETAIL NOT TO SCALE COMPACT FILL TIGHTLY AROUND ROOT BASE DIG HOLE 2 TIMES THE SIZE OF THE ROOT BALL. L ANTING AREAS SHALL BE MULCHED " — 3" OF TRIPPLE SHREDDED OOD MULCH SCALE: 1" = 30' 0 30 60 75 90 105 120 Oa) �00 xI O rn m `n O N N w z O m O 1 U 0 Z_ Ld w w z ZZ W cn U 0 W w LUF- of z z00 O u7 • r Z N tq= U z Z ~ LAP J W (n w> z 000 BLN=C-1874 C A OI ",, SEAL 19843 /CNAEL 5��.�`�• 2 2020 LANOSCAP/NG PLAN REVISIONS FILE NO. 2019-059 HORZ. SCALE: 1"=30' VERT. SCALE: NONE GE 05 LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5 BEFORE YOU DIG, CALL 0 0 D °"4,� P.P. NORTH CAROLINA ONE CALL CENTER www.ncocc.org ��_�� w= _ - — a 47 275 - 270 - 265 - 260 - 255 - 250 - 245 - 240 - 235 - 230 - 225 - -C/_L SOUTH N. C. .531 ------------- �_2a --- _ - ,5 PK - = �- —'c'4 ,o -P-K \ c \\ � M.H. #3 - ' N>- N�-------------�--- -------�.------�- � �� M.H. #2 _ + ---- - - -- - _I _ #1 ------- _ — M.H. —� —------- — ^_ — ---== -=SDR 35 PVC — 2 Ap 8" SDR 35 PVC — --ter/� -- - -- -- -- ------ /_ _ _-, o---- - - '���'' EX. M.H. - -r -- - /\ //// \\\ 1 / I /' ��AO� � END OF FENCE & �9 - - 35 Pvc _-� — _ — — — \ 1 �"� I� CONTROLLED ACCESS 2" WATER SERNCE BACATLOW PRE6EN7ER 238 g' SDR_ �� _ — _ —244>d / / / // • o) 1 I `O — - _299.80 I of 01 // Q / / / // // /// // / / // �6// // // // // / / \\ \\ \ \\ / ;.•;R•.., ass 1 253,0 / 2 / I 1-1 Ile zt / —254.0 � ool I 255,0----`_— / \ 1 1 NI NI (i MI I N - I N� N / I M. #4 M.H. #5 PROFILE LEGEND 100' OFFSET LEFT bA` 2 / - — — — - 30' OFFSET LEFT \ \ \ / / / SCALE: 1 " = 50' EXISTING C/L - • — • — • - 30' OFFSET RIGHT \ / 0 50 100 125 150 175 200 — • — 100' OFFSET RIGHT ol I I 00 I �� I I I I I �_ N I I I I I I I I I I I I I I I �_;� I I I I I I I I I I I I I I� N I I I I I I I I I I ?-lio li _+I NH I I I +N I I I I I +N I I I I I I I I +N 00 I I I I I I I (D I I I I I --+IiN g �� -H -H -H N -H N HH XQ� WcnI =Q� ~� =Q =Q� ~0 ~lip I I I I I I I I I I I I I I I I I I I I I Icn I I I I I JA / I I I II___—/ I I fi —.,� I I I I I I I I �� U — - — — 341 LF 8' SDR 35 PV S.S. ®0.50% —' 1,/.,/ --Ll-- rt \ /'I!' I I S.S. ®D.75 ° I I I I I I I I I I I I I li �✓ 5 LF 8" SDR 3C I I I I I I I �.J/ I I I I I I I I I I I I I I I I I I I I I I Il _-��—•' — S•S I I I I I I I I I I I I I I I I I I I I I I I I I I @ 2.0% PVC S.S. SDR 35 1060 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I li I I 1 00 1 1 1 1 I 0" 1 1 1 1 1 1 1 1 0) 1 1 1 1 1 1 10 0 1 1 1 1 1 Al i Lo I�� M M N N I I I I I N N I I I I I I I I4� N N I I I I I I I�� N N I I I I I �liLq N 14 co `q Fl-!Z FL:z Fl-:z F:-: z F .. to NIA I I 10> Z I I I I 10> Z I I I I I I I 10> Z I I I I I I I0 >_ I I I I I 0I�> oIM I I I z I I I I I z I I I I I I I I z I I I I I I IzZ I I I I I z1iZ I I I I I I I I I I I I I I I I I I I I I I I I I I I I li >IN Z Z X > W Z N N Lq O O O r7 N Q0 Q0 N 6) 1M Q0 Lq N c0 Lq O O) ONM��t0t0c0�O���t0�O�N N N N N N N N N N N N N N N N N N N N N N N N N N N N N - 275 - 270 - 265 - 260 - 255 - 250 - 245 - 240 m(o o am �00 xl O m `o N Lo W z O �10 U 0 z Ld W W z Zz W cn U O H WLd (n W� z00 oLQ • F- 00 111111111 Z N V= U Z Z � F—W J W¢' (n W = z 000 BLN=C-1874 CAR _ •Q� SEAL 9� � 19843 EL S��.�`�• ''''i G(n4'c•f' 1 `` `�� 2 7 2020 - 235 SEWER PLAN and PROFILE - 230 - 225 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5 REVISIONS FILE NO. 2019-059 HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 5' CE 06 I � J I III /I II1r �IIIII IIIIIII_—\ /z I \ 1111111111 / \� IlljI11111 / \ IlIlj111�1 / „� �1111111�1/1/ /l IIIIIII II III �/� Illiilllli III I 1ll I, IIIIII1111 � \I IIII11�1�11 Illlljllllll� IIII 1 1 1 \ 46W � 1 1 �- � I � � I / Li PAVEMENT MARKING LEGEND TC 10 FOOT WHITE SKIP (4" @ 120 MILS) RD YELLOW DOUBLE CENTER LINE (4" @ 120 MILS) TO WHITE EDGELINE (4" Q 90 MILS) UB LEFT/RIGHT TURN ARROW (90 MILS) SB NCDOT STOP BAR (24" @ 120 MILS) UA STRAIGHT/RIGHT TURN ARROW (90 MILS) pg? yeffleft Narltj flFff ) 7/97N f4 9f S&491r# Ne #Iff sf8 f LEGEND 3.5" ASPHALT CONCRETE INTERMEDIATE COURSE, 11 TYPE 1-19.013 5" ASPHALT CONCRETE BASE COURSE, B1 TYPE B25.OB Q AN AVERAGE RATE OF 684 LBS. PER SQUARE YARD. E1 1 1 /2" ASPHALT CONCRETE SURFACE COURSE, O TYPE S9.5B (OVERLAY) OEXISTING PAVEMENT TO EXISTING EARTH E1 VARIES f25' D'— 6' 1.5" ASPHALT fOVERLA Y t2.08% /f2.08% j __EXISTING ROAD ---__ - - - - - - - - - - - EXISTING GROUND -- I I SAW —CUT EX. ROAD AS v NECESSARY FOR SIVOO TH TRANSITION. B1 T T ypic-ca/ Section NOT TO SCALE MILL ±50 LF TO PROVIDE SMOOTH - _ TRANSITION FOR SS]00 `��/ a���0�11N00 OVERLAY. / - OVEY. OVERLAY -_ 1 / THIS ARE-. - _ O���N�� -j0 GN] — — — — — — — — — — — -- — I I I / 2.00TAPER 100' STORAGE CIL SOUTH N. C. 581 NOTES: 1. CONTRACTOR TO ENSURE POSITIVE DRAINAGE PRIOR TO POURING CONCRETE 2. CONTRACTOR TO INCLUDE IN BASE BID VARIES THE BACKFILLING BEHIND CURB, OFFSITE DISPOSAL OF EXCESS MATERIAL, OFF —SITE BORROW, SEED, STRAW & TACK. 3. CONTRACTOR TO INCLUDE IN BASE BID THE SAW —CUTTING, REMOVAL, & REPLACEMENT OF ASPHALT REQUIRED TO INSTALL CURB & GUTTER. 4. ASPHALT SHALL BE SAW —CUT TO PROVIDE SMOOTH EDGE TO PLACE CURB & GUTTER. EXISTING GROUND 5. TWO—WAY TRAFFIC TO BE MAINTAINED AT ALL TIMES. 6. WIDENING, STRIPING AND SIGNAGE TO MATCH NCDOT STANDARDS AND DETAILS LATEST EDITION. 1 7. ALL STRIPING TO BE THERMOPLASTIC PER NCDOT STANDARDS AND SPECIFICATIONS. 8. CONCRACTOR IS RESPONSIBLE FOR THE LOCATION AND OR RELOCATION OF EXISTING UTILITIES, DRIVEWAY REPAIR, AND TRAFFIC CONTROL PER THE MUTCD, LATEST EDITION. 9. RAISED REFLECTIVE PAVEMENT MARKERS SHALL ALSO BE INSTALLED WITHIN TURN LANE CONSTRUCTION LIMITS IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS 1 d-� POSTED SPEED 55 DESIGN SPEED 60 LATERAL SHIFT 6' STORAG TH 100' BAY TAPER ' DECELERATION LENGTH 250' APPROACH/DEPARTURE TAPER 360' ASPHALT OVERLAY AREA ASPHALT WIDENING AREA ASPHALT MILLING AREA \ \ \ MILL ±50 LF TO \ \ PROVIDE SMOOTH \ TRANSITION FOR _ - OVERLAY. OVERLAY THIS AREA. \ II7T_T17�/111�JII�zTIrzJllzzrrz��zzr�zzzzzzzzz= Pavement �Yideoing P/an for SOUTHNCHlYJ'58> 360' DEPARTURE TAPER SCALE: 1 " = 40' 0 40 80 100 120 W Z O _ O_ �10 U C' Z Of w w Z Ld Z Z w Cn Y 0 O H W O� WU Z Z00 O LQ F-(0 Z N = C� (n Z Z �w W 0J 1= z 00000 If BLN=C-1874 N 1 C A "O� SS pN. SEAL 19843 co �IOHAEL 5��.�`�• ........... S 2 2020 SOUTH NC 581 WIDENING PLAN REVISIONS FILE NO. 2019-059 HORZ. SCALE: 1" = 50' VERT. SCALE: NONE CE-07 LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5 1 1 1 1 I / / N c o SCALE: 1 " = 50' 50 100 125 SlL T ' FENCE OUTLET SIL T FENCE OUTLET/ / / / / / 150 175 200 I� \ \ \\ \OUTL T \ ERO.S/ONLEOE�YD \ \ \ \ \ CONSTRUCTION ENTRANCE SILT FENCE SILT FENCE OUTLET �01-01,#2 \ \ \ ,—. � � \\ \\ �— pp, NCDOT WATTLE 510N O SEDIMENT BASIN ,�, \\ \\ \ OUTLET PROTECTION TOP LENGTFl = 120 \ \ \ \ BOTTOM OTOM LENGTH= 110' \ �I \•\ \� \ I � \ \\ �co TEM \ BOTTOM WIDTki = 20 `\ \ \ LL j SKIMMER SEDIMENT BASIN ��0 1 BASIN DEPTH I 2.5 �� \\ �; \\ \ \ ��0 1 SKIMMER SIZE I = 2 - \\ \ \ �o ORIFICE SIZE 1.6 „ \ \\ �\ \\1 \\ — — — AREA DISTURBED 14.94 Ac. 1 WEIR WIDTH ' 20 \ WEIR DEPTH = 6 5' \\ � HARDWARE CLOTH BAFFLES = 3 , I ` i \ SIDESLOPES = 2: 1 j ` �\ ��, �/ �`\ \ \\ INLET PROTECTION \ II\\ t \ PS PERMANENT SEEDING \ CONCRETE TRUCK WASH —OUT SEDIMENT BASIN i TOP LENGTH = 105' \ �TOP WIDTH = 30' �`� �'x10' RIP RAP \ I BOTTOM LENGTH = 95 \ \` 04( TLET \ \ 1 BOTTOM WIDTH = 20' SlL T `\ \ PR19 T10/� BASIN DEPTH = 2.5 \\ ;$K --R —SIZE = 1.5" FENCE \ ! ORIFICE SIZE = `1.4" OUTLET.%'' \ \ \ L...... ... IYIR_WIDTH = �Q= ._—.— -- \ PS WEIR —WIDTH \ \`' \\ \\\ BAFFLES = 3 \ \ SIDESLOPES = 2: 1 ON 70 ON 256 0�'' 257 • "�' \L�;C\ It\ S,r ---- PS 11 5.3z '..:.,'+•e?'�y \` / \`\\ \ ps 260 N 1/ // ----_—__--_—_--- \ i' ;6� �y 1 \moo � \ � •p \ \\ \ ,.ax CONSTRUCTION ENTRANCE �� �x ` \\ "V,JA y/ALVE BM. FH TOP = 270, 12 TER \<ALV� / NPDES W/ RA IPERMN GAOUGE J ` \ \\ \ \ \ \\ \ CONTROL PT# 7 N = 796122. 8291 E = 2266767. 4498 Z = 266. 59' nPs Z65 / _\ ��Z — — — — — — — — — — — — — — — — — — — — — — - — _ — \ 6 \\ P.S.' 267,0_ _ �lJl�, ` \ `\ \ \ \ ClJ W \ \\�p0 \\\\\ SILT 1 \\\ \ \ _ _ FENCEI - - OUTLE� \ \ \ �,\ �1\\ \\\ \ —_) CONCRETE SILT _ — — — FENCEFENCE \ MONUMENT // OUTLET _ -_- OUTLET \\� \\\\\ _ \ �\ \\\\ \ FOUND/ , _ CHES TER BR-ATL�Y e t al \ \ \ \ LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5 �00 xl 0 m `o o^ N N w z 0 �10 U 0 z_ Of w w z Ld Z z w cn U 0 W w3:: LUof F— z00 0LQ • Z N = U Z ZF- w J W (n l= z 00000 BLN=C-1874 FESS pl,. _ •Q� SEAL 9� � 19843 CNAEL S��.�`�• 1S� 2 7 2020 EROSION CONTROL PLAN REVISIONS FILE NO. 2019-059 HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 5' GE- 08 EROSION AND SEDIMENTATION CONTROL NARRATIVE PROJECT DESCRIPTION The purpose of this project is for the construction of a Bojangles Restaurant. The project Is owned by Its Farm Time, LLC. The site is currently vacant. Approximately 14.94 acres will be disturbed during construction. The proJ'ect is scheduled to begin construction in Summer 2020 with project completion and final stabilization by Winter 2020. The erosion and sediment control program for this project will include the installation of a suitable construction entrance, silt fence, inlet protection with seeding. ADJACENT PROPERTY The adjacent property is vacant. SOILS The soil at this site is a sandy clay. EROSION AND SEDIMENT CONTROL MEASURES All vegetative and structural erosion and sediment control practices shall be constructed and maintained by the contractor according to these plans and specifications and the minimum standards of the Dept. of Environmental Management, Land Quality Section and City of Clayton. The contractor shall also follow any additional requirements as outlined by the Project Engineer. Structural Practices 1. Vehicle wheels shall be clean when leaving the site to prevent the tracking of mud on paved roads. 2. Construction Road Stabilization: Construction traffic shall be limited to stabilized areas. At a minimum, a temporary gravel construction entrance shall be provided as shown on this drawing. 3. Silt Fence: Silt fences shall be provided where shown and as needed on the site plan. These barriers shall be used to contain sediment. 4. Rip Rap/Gravel Filter Sediment Basins: Construct basin to the shape and dimensions shown in the details. The basin is to be placed below the existing ditch flow line by 2' with the berm built above as dimensioned. Vegetative Practices (Ground Stabilization) Site Area Description: Stabilization Time Frame: Stabilization Time Frame Exceptions: Perimeter dikes, swales, ditches & slopes. 7 Days None High Quality Water (HQW) Zones. 7 Days None Slope steeper than 3:1 7 Days None Slopes 3:1 or flatter. 10 Days 7 Days for slopes greater than 50 feet in length. Seeding Schedule Ongoing Activit4 Land left exposed shall be planted or otherwise provided with temporary ground cover devices, or structures sufficient to restrain erosion within the applicable time period after completetion of any phase of grading or period of inactivity as follows: seven (7) days for steep slope or inclination. Ten (10) days for a moderate slope, fourteen (14) days for land with no slope or inclinination. For purposes of this section, a moderate slope means an inclined area, the inclination oif which is less than or equal to three (3) units of horizontal distance to one (1) unit of vertical distance, and a steep slope means an inclined area, the inclination of which is greater than three (J) units of horizontal distance to one (1) unit of vertical distance. No other criteria apply. Completed Activity, For any area of land -disturbing activity where grading activities have been completed, temporary or permanent ground cover sufficient to restrain erosion shall be provided as soon as practicable, but in no case later than seven (7) days after completetion of grading. Management Strategies 1. Perimeter measures are to be installed prior to grubbing or grading. 2. Tail Ditches shall be stabilized immediately following their construction. As an alternate, rock check dams may be provided at their outlets and/or the terminal downstream end of disturbance until ground cover is implemented. 3. Stockpile and/or waste areas must be maintained within the limits of the areas protected by the proposed measures and otherwise temporarily seeded if to be left stockpiled over 15 days. 4. Construction shall be planned so that grading operations can begin and end as quickly as ppossible. 5. Silt Fences shall also be installed prior to or as a first step in construction. 6. The Contractor shall be responsible for the installation and maintenance of all erosion and sediment control practices. Vegetative Ground Cover Immediately following grading, all areas shall receive either permanent or temporary seeding, as applicable, as follows: TEMPORARY SEEDING SPECIFICATIONS BETWEEN MAY 1 AND AUGUST 15, ADD 40 LB/ACRE GERMAN MILLET. PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 120 LB/ACRE RYE (GRAIN). FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF KOBE LESPEDEZAS OVER THE FALL SEEDED TALL FESCUE IS VERY EFFECTIVE. USE UNHULLED BERMUDAGRASS SEED IN FALL. SOIL AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO TESTS, OR APPLY 2,000 LB/ACRE GROUND AGRICULTURE LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER MULCH APPLY 4,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR NETTING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. PERMANENT SEEDING SPECIFICATIONS FESCUE - 200 Lbs./Ac. CENTIPEDE - 20 Lbs./Ac. SOIL AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST. MAINTENANCE IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE THE SECOND YEAR. ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED. REPLACE, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. Maintenance 1. Reseed and mulch bare spots larger than 9 square feet (limited to 5% maximum of site area.) 2. Maintain all seeded areas until uniform stand Is acceptable. 3. If growth is not established by final project inspection, continue specified attention until the stand is acceptable. 4. Correct and repair all undue settling and erosion within 1 year after final inspection. 5. Remove from the site, all erosion control structures after complete stabilization at end of construction period. 6. Remove sift from sediment pits and from behind check dams when silt is within half depth of the pit or spillway. Dispose of in an area where silt cannot re-enter pit / trap. Calculations The practice utilized for the proposed site did require formal calculations. Calculations have been provided. OWNER It's Farm Time, LLC PO Box 277 Kinston, NC 28502 1-800-336-9921 Maintenance Notes: 1. Follow chart for timelines of when to apply temporary seeding. 2. Maintain all erosion control measures daily and reseed disturbed areas as needed. 3. Inspect all erosion control measures weekly and after each rainfall event. Repair as needed. C9&Sr)?ffeA1#&AF&,rRd&eAF NOT TO SCALE CONSTRUCTION SPECIFICATIONS.- 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT. J. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. MAINTENANCE - MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. PIPE OUTLET TO FLAT AREA NO WELL-DEFINED CHANNEL A M a PLAN VIEW �La� R BKT a FILTER BLANKET OR (MIRAFI 140N) SECTION A -A PIPE OUTLET TO FLAT AREA NO WELL-DEFINED CHANNEL I�La FILTER BLANKET OR (MIRAFI 140N) SECTION A -A PIPE OUTLET TO WELL-DEFINED CHANNEL GENERAL NOTES: 1. La = THE LENGTH OF THE RIP RAP APRON. 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN J.IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP AND SOIL FOUNDATION. 5. FLARED END SECTION IS OPTIONAL. SEE PLANS FOR REQUIREMENT. 6. SEE PLAN AND PROFILES FOR ACTUAL DIMENSIONS. MAINTENANCE.- INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (I INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. PIPE OUTLET PROTECTION SCALE: N.T.S. Construction Sequence 1. Schedule and hold a pre -construction conference prior to beginning any land -disturbing activities. This conference should be attended by a representative of the financially responsible party and/or the general contractor, gradingurbsub-contractor, erosion control sub -contractor and the Engineer. 2. Obtain Land Disting Permit and placard, and post the placard on site. 3. Obtain an approved (stamped) S&E control plan and keep it on site, either in the inspection box, construction office or with the contractor. 4. Install construction egress/exit, silt fencing with outlets, inlet/outlet protection, concrete truck wash, and other initial erosion control measures as specified in the plan. Remove only trees and ground cover necessary to install these devices. 5. Notify the NC DEQ site inspector after measures have been installed and project has started. 6. Begin demolition, clearing, grubbing and grading of site in accordance with the approved S&E control plan. 7. Provide all disturbed areas with ground cover as per ground stabilization table or after compI tion of any phase of clearing, grubbing or grading. The seeding seedbed preparation, mulch and%Por rolled erosion control product Insfallation must be in accordance with the seeding schedule provided in this S&E plan. 8. At the conclusion of building or if land -disturbing activity is stopped temporary or permanent vegetative cover shall be installed In accordance with ground stabilization table. If required Include excelsior matting. 9. Remove all erosion control measures after the NC DE(� office approval of permanent stabilization. GENERAL NOTES: 1. All Stockpile areas shall be a minimum of 100' away from surface waters and inside the perimeter EC Measures. 2. All Concrete Washout areas shall be a minimum of 100' away from surface waters and inside the perimeter EC Measures. 3. If an offsite soil spoil or borrow site is utilized, then the disturbed area for the spoil/borrow site must be included in the land -disturbance plan and permit unless the spoil/borrow site already has a land -disturbance permit. SUCTION SILTANCE NOT TO SCALE I m ..1 aY�nr�n n nr�n n Yir�n�nr�n n n COMPACTED BACKFILL MIN. 8" FILTER FABRIC- METAL POST FILTER FABRIC - THICK LAYER OF GRAVEL. EXTENSION OF FABRIC 14" AND WIRE IN70 TRENCH "^--- 1 .. i . WIRE 0%0m � m � V-TRENCHJ I I ON 14 I 00 I z I S/LTFENCEOUTLET NOT TO 12" OI n00000;�r �.�I■■del i i STANDARD METAL POSTS 2'-0" IN GROUND GALVANIZED HARDWARE WIRE EXTENDS TO TOP OF BOX MAINTENANCE. INSPECT 774E BARRIER AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSRY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING 774E DISTURBED AREA TO 'ROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL 3ARE AREAS AROUND THE INLET. M,819WRECLOF//� MldyEL /NLETPROTECT/ON NOT TO SCALE \ .W.WWWWW. INSERT DISCHARGE HOSE B INTO BAG / W . DEWATERING BAG II-III-1 I 1-1 I I . .W. .W. . .W.W.W. . . W.W.W.. . "_ . . El I I '-I Installation and Use: 1. Place Dewatering Bag on the ground or on a trailer over a relatively level, stabilized area. 2. Insert discharge pipe a minimum of 5ft. inside dewatering bag and secure with a rope wrapped 6 times around the snout over a 6 inch width of the bag. 3. Replace Dewatering Bag when half full of sediment or when the sediment has reduced the flow rate of the pump discharge to an impractical amount. Maintenance and Disposal: 1. Remove and dispose of accumulated sediment away from waterways or environmentally sensitive areas. Slit open Sediment Bag and remove accumulated sediment. Dispose of bag at an appropriate recycling or solid waste facility. OR; as directed by engineer or inspector. DEWATERING BAG SCALE N.T.S. FENCE CONS TRUC RON SPECIFI CA TIONS: 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). J. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. 4. SUPPORT STANDARD FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. 6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. 7. EXCAVATE A TRENCH APPROXIMA TEL Y 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. 9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. 10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES MAIN TENANCE: INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. CONS TRUC RON SPECS: 1. CLEAR & GRUB THE AREA AROUND THE SILT FENCE OUTLET AND PROPERLY DISPOSE OF DEBRIS. 2. PLACE GRAVEL TO THE SPECIFIC GRADE AS SHOWN PER THE DETAIL. J. PROPERLY OVERLAP STONE BEYOND EDGES OF SILT FENCE OPENING. I/�r�01Al INSPECT OUTLETS WEEKLY AND AFTER EACH RAIN EVENT. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR AS NEEDED. CAREFULLY CHECK OUTLETS FOR EROSION AND REPAIR IMMEDIA TEL Y. ENSURE THERE IS NO SCOURING APPARENT DOWNSTREAM OF OUTLET IMMEDIA TEL Y STABILIZE ANY AREAS THAT NEED REPAIR. STAKE (TYP) • • 14' 10 MIL PLASTIC LINING F14'-I 671P L (2 PER BALE) SILT FENCE 0 MIL PLASTIC LINING STRAW BALE METAL STAKE (2 PER BALE) 11 PLYWOOD PAINTED WHITE BLACK LETTERS 6" TALL CONCRETE WASHOUT WOOD POST T GROUND LEVEL CONSTRUC77ON SPECIFICATIONS.• 1. CONCRETE WASHOUT SIGN SHALL BE INSTALLED NO FURTHER THAN 25' FROM THE FACILITY AND SHALL BE VISIBLE TO ALL CONSTRUCTION TRAFFIC. 2. POLYETHYLENE SHEE77NG SHALL BE 10 MILS FREE OF HOLES, TEARS, OR LEAKS. MAINTENANCE: FACILITY SHALL NOT BE FILLED MORE THAN 12" FROM THE TOP BEFORE DISPOSING OF CONCRETE. CONCRETE SHALL BE DISPOSED OF IN THE SAME MANNER AS OTHER NON-HAZORDOUS MATERIALS FROM THE SITE OR MAY BE BROKEN UP AND USED AS FILL IN NON-STRUCTURAL AREAS. A9MRET,FAWNW WAS11911T NOT TO SCALE EXCELS/ONA4TT/NC NOT TO SCALE FLOW TURNDOWN NETTING MINIMUM BURY 6" AND y STAPLE EVERY 1 FT, JUST % BELOW ANCHOR SLOT. FLOW OVERLAP NETTING MINIMUM OVERLAP 18" 7I AND STAPLING EVERY 18„ 1 FT THROUGH BOTH LAYERS. TYPIC/ L STAPLE USE 6 GAUGE WIRE or GENERAL NOTES.- 1. Apply seed, and tack with rs or crs liquid emulsified asphalt at a rate equal to 10 gal. per 1000 s. f. Cover wlexcelsior matting. 2. Staple every 24" along perimeter edges and overlaps. Staple every 36" to 48" randomly to secure netting. J. Roll out netting in the direction of water flow. Do not stretch. • CIO (0 �00 X0 0 ' m `n O N LO (V w Z 0 o_ 0 U ci ZOf w w z_ Zz w Y U 0 W U`� of WU z 0 LO ao r- E Z N = U �z Z ~ Li 0J Ww= 00 z BLN=C-1874 tN 16 A "0� p� . of _ •Q� SEAL 9� � 19843 �/OHAEL 5N�.�`�• 1 44'W 1`` 2/7/2020 EROSION CONTROL DETAILS [HORZ. VISIONS O. 2019-059 LE: 1" = 50' LE: 1" = 5' D- 01 LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5 INFI STF PVC END CAP SArINy1ER SE,VINF/VTRUSIAV NOT TO SCALE ARM ASSEMBLY "C" ENCLOSURE WATER ENTRY UNIT PERSP,WAY,E 4/1W NOT TO SCALE PVC ELBOW PVC END CAPJ / \- PVC PIPE PVC TEED 1/2" HOLES IN UNDERSIDE SCHEDULE 40 PVC PIPE FLEXIBLE -\ HOSE O PVC PIPE END VIEW FRONT VIEW NOT TO SCALE NOT TO SCALE NOT TO SCALE SCHEDULE 40 PVC PIPE -ORIFICE PLATE PVC TEE .Z:l. BOTTOM SURFACE EMERGENCY SPILLWAY INFLOW BAFFLES 1' FREEBOARD STRUCTURE --'11� EMBANKMENT DEWATERI- / \ 1� o i �� ZONE 6" MIN. INVERT ELEVATION OF � EMERGENCY '�-�.EMERGENCY SPILLWAY SPILLWAY FILTER FA SEDIMENT 7STO! ZONE CROSS-SECTION VIEW NOT TO SCALE CONSTRUCTION SPECIFICATIONS.- 1. Clear, rub and strip the area under the embankment of all vegetation and root mat. Remove all surface soil 9 P 9 containinghigh amounts of organic matter and stockpile or dispose of itproperly. Haul all objectionable material to 9 9 P P J the designated disposal area. Place temporary sediment control measures below basin as needed. 2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and other objectionable material. Place the fill in lifts not to exceed 9 inches and machine compact it. Over fill the J � P embankment 6 inches to allow for settlement. J. Shape the basin to the specified dimensions. Prevent the skimming device from settling into the mud by excavating a shallow pit under the skimmer or providing a low support under the skimmer of stone or timber. 4. Place the barrel (typically 4-inch Schedule 40 PVC pipe) on a firm, smooth foundation of impervious soil. Do not use pervious material such as sand, gravel, or crushed stone as backfill around the pipe. Place the fill material around the pipe spillway in 4-inch layers and compact it under and around the pipe to at least the same density as PP P y y P PP y the adjacent embankment. Care must be taken not to raise the pipe from the firm contact with its foundation when compacting under the pipe haunches. Place a minimum depth of 2 feet of compacted backfill over the pipe spillway before crossing it with construction equipment. In no case should the pipe conduit be installed by cutting a trench through the dam after the embankment is complete. 5. Assemble the skimmer following the manufacturers instructions, or as designed. 6. Lay the assembled skimmer on the bottom of the basin with the flexible joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe and position the skimmer over the excavated pit or support. Be sure to attach a roe to the skimmer and anchor it to the side of the basin. This will be used to pull the skimmer to the P side for maintenance_ 7. Earthen spillways Install the spillway in undisturbed soil to the greatest extent possible. The achievement of planned elevations, grade, design width, and entrance and exit channel slopes are critical to the successful operation of the spillway. The spillway should be lined with laminated plastic or impermeable geotextile fabric. The fabric must be wide and long enough to cover the bottom and sides and extend onto the top of the dam for anchoring in a trench. The edges may be secured with 8-inch staples or pins. The fabric must be long enough to extend down the slope and exit onto stable ground. The width of the fabric must be one piece, not joined or spliced; otherwise water can get under the fabric. if the length of the fabric is insufficient for the entire length of the spillway, multiple sections, spanning the complete width, may be used. The upper section(s) should overlap the lower section(s) so the water cannot flow under the fabric. Secure the upper edge and sides of the fabric in a trench with staples or pins. 8. Inlets - Discharge water into the basin in a manner to prevent erosion. Use temporary slope drains or diversions with outlet protection to divert sediment -laden water to the upper end of the pool area to improve basin trap efficiency. 9. Erosion control - Construct the structure so that the disturbed area is minimized. Divert surface water away from bare areas. Complete the embankment before the area is cleared. Stabilize the emergency spillway embankment and all other disturbed areas above the crest of the principal spillway immediately after construction. 10. Install porous baffles as specified. 11. After all the sediment -producing areas have been permanently stabilized, remove the structure and all the unstable sediment. Smooth the area to blend with the adjoining areas and stabilize properly. MAINTENANCE.• Inspect skimmer sediment basins at least weekly and after each significant (one-half inch or greater) rainfall event and repair immediately. . Remove sediment and restore the basin to its original dimensions when sediment P accumulates to one-half the height of the first baffle. Pull the skimmer to one side so that the sediment underneath it can be excavated. Excavate the sediment from the entire basin, not just around the skimmer or the first cell. Make sure vegetation growing in the bottom of the basin does not hold down the skimmer. Repair the baffles if they are damaged. Re -anchor the baffles if water is flowing underneath or around them. If the skimmer is clogged with trash and there is water in the basin, usually jerking on the rope will make the skimmer bob up and down and dislodge the debris and restore flow. If this does not work, pull the skimmer over to the side of the basin and remove the debris. Also check the orifice inside the skimmer to see if it is clogged, if so, remove the debris. If the skimmer arm or barrel pipe is clogged, the orifice can be removed and the obstruction cleared with a plumbers snake or by flushing with water. Be sure and replace the orifice before repositioning the skimmer. Check the fabric lined spillway for damage and make any required repairs with fabric that spans the full width of the spillway. Check the embankment, spillways, and outlet for erosion damage, and inspect the embankment for piping and settlement. Make all necessary repairs immediately. Remove all trash and other debris from the skimmer and pool areas. Freezing weather can result in ice forming in the basin. Some special precautions should be taken in the winter to prevent the skimmer from plugging with ice. SEDIMENT BASIN SCALE: N.T.S. SUPPORT ROPE TO SUPPORT POST, STAKE TO STAPLED, OR TRENCHED INTO BOTTOM OR SIDE SED BASIN BAFFLES SCALE: N.T.S. SEE EROSION CONTROL PLAN FOR ACTUAL PIT DIMENSIONS CLEAN -OUT .• ��. ,� '•f %W e N ���. �� SET CLEAN -OUT � '\1 STAKE AT 112 5' PIT VOLUME 1: 1 U "'-1I1-'' FILTER FABRIC CROSS SEC TION OVERFILL 6" DESIGN 11 `L FOR SETTLEMENT SETTLED TOP - ____-_____.______-_ _______ �� ��� SEE EROSION CONTROL PLAN - - ` FOR ACTUAL PIT DIMENSIONS __ - 1/;', in �\ 4' MIN. X-,01 ,�, "I I-- -2.1 SIDE 1\11 ./��//\�/��//I JS SLOPE MAX. K Ile, \ ga�/�, / 1: 1 SIDE % FlL TER FABRIC � \ -SLOPE MAX. III -III III III 11" 3' MIN. "; I I I I I„� I I, III III III .III - -Ill, III=III- II -III .III; ,III- III: 'I : jII STONE SEC TION EMERGENCY BY-PASS 6" BELOW SETTLED TOP OF DAM -III==1-= II III I I I II I II ,. I I I- '1'r III=' NA TURAL GROUND Site Plan Notes 1. Contractor to provide full water service to site including meter, setting, and connection fees in his bid. 2. The Site Contractor is to assume responsibility for all water and sewer utilities from a point 5' outside of the building to the point of public connection. 3. Contractor to furnish all paint striping. 4. Owner to purchase or lease dumpsters & recycle bins. These will not be provided by City. 5. A Geotechnical Investigation was prepared for this project. Contractor is responsible for digging site, if desired prior to bid. Contact Engineer at 252.459.8196 at least 48 hours prior to want to gain access. Contact Denny Muyres to obtain copy of Geotech Report ® (770) 729-5700 6. All site plumbing is to meet the NC State Building Code, Volume II, Plumbing. 7. Water service lines to be HDPE 1 1/4 inch w/1 inch meter and backflow preventor. 8. Sewer services to be PVC, service weight. Minimum grades for 4-inch lines to be 2.08-percent. 9. Pressure reducing valve, if needed, to be located in building and is not Site Contractor's responsibility. 10. Provide handicap signs, markings and ramp per the details. 11. All signs, pavement markings, and other traffic control devices are the Site Contractor's responsibility and shall conform to: Manual on Uniform Traffic Control Devices, current edition, as amended; ADA guidelines; and, ANSI A117.1. 12. All dimensions are to face of curb unless indicated otherwise. Staking plan coordinates are to back of curb. 13. Contractor shall coordinate installation of all signs, pavement markings, and other traffic control 9 P 9 devices with other Contractors on the site. 14. Contractor shall saw -cut to provide smooth transition at tie-in to existing edge of pavement when applicable. 15. Do not pour any concrete before forms are inspected and approved by Engineer/Owner. 16. Contractor shall comply with all pertinent provisions of the "Manual of Accident Prevention in Construction" issued by AGC of America, Inc., and the Safety and Health Regulations for Construction issued by the U.S. Department of Labor. 17. Storm drainage pipe is to be Class III reinforced concrete meeting ASTM C-76, latest revision. 18. All handicap ramps are to meet "ADA Accessibility Guidelines for Buildings and Facilities" as detailed in Federal Register, Vol. 56, No. 144, dated July 26, 1991, rules and regulations activated January 26, 1992, latest revision. Also, refer to North Carolina State Building Code Volume 1-C, "Making Buildings and Facilities Accessible To and Useable b the Physically Handicapped", 1991 latest edition and ANSI Y Y Y PP • A117.1 current edition as amended. Parking, Roadway and Building Subgrade Preparation 1. Subgrade on Precompacted Original Soil a. Remove all the topsoil and all questionable organic soil and extend a minimum of four (4) feet beyond the outside edge of the pavement. Stockpile all topsoil that is free from trash and debris for re -use. b. Precompact the exposed grade with a vibratory roller weighing a minimum of ten (10) tons (static load) or equal to stabilize the initial settlement of the top strata of the soil. The stability of the subgrade will be considered adequate when the total settlement after the last four (4) complete passes by the vibratory roller does not exceed 1/8". Any area that settles excessively and fails to stabilize under continued rolling should be further undercut and replaced with properly compacted select granular fill. 2. Subgrade on Certified Compacted Fill a. Prepare the site following the same procedures as outlined in Items 1 and 2 above. b. Using the same compaction equipment as outlined above, compact new fill soil in +/-8-inch layers to a minimum 98-percent of the maximum dry density at its optimum moisture content in accordance with the Standard Proctor Method, ASTM Standard D 698-78 and field controlled in accordance with ASTM Standard D 2167-84, or equal. The top one (1) foot of the prepared fill subgrade should be compacted to 100-percent of the maximum dry density using the Standard Proctor Method. c. The end of the fill should be terminated at the minimum slope of two (2) horizontal to one (1) vertical measured from three (3) feet beyond the outside edge of the pavement to the toe of the fill. The fill soil is to be select granular soil weighing a minimum of 110 pcf at its optimum moisture content. Gospel Notes The following notes do not represent the belief of any municipality, government organization, or client of Stocks Engineering. The detail is included to show the foundation of Stocks Engineering and its employees. Our prayer is that through the truth outlined below you will clearly see what it means to have a personal relationship with Christ. 1. GOD'S LOVE God loves you and he created you to know him personally. He has a wonderful plan for your life. John 3:16 "For God so loved the world that he gave his only son, that whoever believes in him shall not perish but have eternal life." What prevents us from knowing God personally? 2. OUR CONDITION People are sinful and separated from God, so we cannot know him personally and experience his love and plan. Romans 3:23 "For all have This diagram ilustrates that God sinned and fall short of the is Holy and people are sinful. A glory of God." great gulf separates the two. The Romans 6:23 "For the wages arrows illustrate people continually of sin is death" (Spiritual trying to reach God through our separation from God) F116-1=1 - own efforts, but we inevitably fail. There is only on way to bridge this gulf... 3. GODS RESPONSE Jesus Christ is God's only provision for sin, through Him alone we can know God personally and experience his love and plan. Romans 5:8 "But God dem- - -_ onstrated His own love for -III This diagram ilustrates that God us in this: While we were still has bridged the gulf that sepa- sinners, Christ died for us. RI rates us from Him by sending John 14:6 Jesus answered, His son, Jesus Christ, to die on 'I AM the way the Truth and the cross in our place to pay the Life. No one comes to I = - the penalty for our sins. the Father except through me'. - - - PEOPLE It is not enough just to know these truths... 4. OUR RESPONSE We must individually receive Jesus Christ as Savior and Lord; only then can we know God personally and experience His love and plan. These two circles represent two kinds of lives... Ephesians 2:8-9 "For it is by grace you have been saved, through faith - and this is not from yourselves, SELF it is the gift of God - not k' by works, so no one can ? SELF boast." John 1:12 "Yet to all who Self -Directed Life Christ -Directed Life received Him, to those who Self is in the center Christ is in the center believed in His name, he gave and on the throne; and on the throne; the right to become children Christ is outside. self yeilds to Christ. of God." Which circle best represents your life? Which circle would you like to have represent your life? You can receive Christ right now by faith in prayer. "Lord Jesus, I need you. Thank you for dying on the cross for my sins. I open the door to my life and receive you as my Savior and Lord. Thank you for forgiving my sins and giving me eternal life. Take control of the throne of my life. Make me the kind of person you want me to be." If this prayer expresses the desire of your heart, then you can pray this prayer and Christ will come into your life as he promised. For more information on what it means to have a relationship with God, or if you have any questions or prayer requests please submit them to stocksengineering@gmail.com, call us at 252.459.8196, or visit our web site, www.stocksengineering.com Grading Notes 1. Site Contractor to inform General Contractor to verify finished grade at building before digging footings. Some portions of the building foundation wall may, of necessity, need to retain building pad fill to allow exterior grades to be dropped. In this case, step footings may be necessary to achieve the desired grade variations. 2. New finished contours shown are top of future paving in areas to receive pavement and top of topsoil in areas to be seeded or sodded. 3. Areas outside of the parking lot perimeters shown to be seeded shall receive 4 inches of topsoil. This topsoil to be placed and leveled by the Contractor. 4. Dimensions on buildings are for grading purposes only and are not to be used to lay-off footings. See Architectural Plans. 5. Contractor shall notify and cooperate with all utility companies or firms having facilities on or adjacent to the site before disturbing, altering, removing, relocating, adjusting or connecting to said facilities. Contractor shall raise or lower tops of existing manholes, as required, to match finished grades. 6. All catch basin grate and frames are to be Vulcan or approved equal. Verify that dimension heights on castings are not exceeded in critical areas before ordering substitute castings. 7. All areas not covered by an impervious surface or landscaped planting beds are to be grassed. 8. Unusable excavated materials and all waste resulting from clearing and grubbing shall be disposed of off -site by Contractor. 9. All excavation is unclassified and shall include all materials encountered. 10. Before any machine work is done, Contractor shall stake out and mark the items established by the Site Plan. Control points shall be preserved at all times during the course of the project. Lack of proper working points and grade stakes may require cessation of operations until such points and grades have been placed to the Owner's satisfaction. Concrete Notes 1. All construction placing, pouring and curing concrete is to conform to the latest edition of ACI 318. P 9� P 9 9 2. All reinforcing steel is to be cold cut and bent in conformance with the latest edition of ACI 318 and ASTM A-615. 3. Portland Cement Concrete shall have a minimum 28-daycompressive strength of 4 000 PSI or noted a P 9 ( )• non -vibrated slump between 2.5 and 4-inches, a minimum cement content of 545 pounds per cubic yard, an air entrainment of 5-7-percent and a maximum water -cement ratio of 0.545 in accordance with Class B concrete as described in the NCDOT Standard Specifications for Roads and Structures unless otherwise specified. 4. Do not use chloride in any concrete which has reinforcing steel or wire fabric. 5. Reinforcingsteel shall meet ASTM A-615 Grade 60. Welded wire fabric shall meet ASTM A-185. Tie wire • shall conform to ASTM A-82. 6. La welded wire fabric a minimum of one mesh. La all bars a minimum of 24 inch. Alternate adjacent bar P P 1 splices a minimum of 48". 7. Use only approved chairs with sand plates to support reinforcing on grade. 8. All crossings of reinforcement are to be tied. Supports for reinforcing to hold bars against movement during pour and finish operation. Supports for reinforcing bars to be a minimum of 48 inches apart. 9. Concrete shall be only plant -mixed, transit -mixed or ready -mixed concrete. The time elapsing from mixing to placing the concrete shall not exceed ninety (90) minutes. 10. Concrete shall not be deposited on frozen subgrade and shall not be poured when the air temperature for the succeeding 24-hour period is less than 32 degrees F. 11. All concrete when placed in forms shall have a temperature between 50 degrees F and 90 degrees F and shall be maintained at a temperature of not less than 50 degrees for at least 72 hours for normal concrete and 24 hours for high early strength concrete. 12. Do not place fresh concrete during summer on a dry subgrade. Moisten subgrade before placing concrete. 13. Subgrade is to be firm, free of water and/or silt and undisturbed or compacted properly. Consult Engineer if soft or yielding subgrade is encountered for improvement directions. If ground water is entering subgrade, consult Engineer for instructions. 14. Areas of concrete to be removed shall be saw cut before removing. The saw cut shall provide a smooth, straight edge approximately two (2) inches deep before breaking away the adjacent concrete. 15. Immediately after the forms have been removed and all honeycombed areas are repaired, backfill to prevent underwash. 16. Brooming of the concrete surface shall be done transverse to the direction of traffic for all pedestrian areas. 17. Joint spacing shall be no less than 8-feet. Where existing sidewalks are being widened, transverse joints shall be located so as to line up with existing joints in the adjacent existing sidewalk. Grooved joints shall not be sealed. 18. Concrete Sub shall be responsible for all score joints and expansion joints. A preliminary score joint pattern and expansion joint pattern shall be submitted to the project engineer for review prior to pouring concrete. 19. Expansion joints shall be one-half (1/2) inch in width and shall be placed between all rigid objects at a distance of no more than thirty (30) feet apart and shall extend the full depth of the concrete with the top of the filler one-half (1/2) inch below the finished surface. 20. The edges of the curb/sidewalk shall be finished with an approved edging tool one-half (1/2) inch radius. Joints shall be similarly finished immediately after templates have been removed. 21. Saw control joints as soon as fresh concrete will retain coarse aggregate against the sawing action. 22. Contractor SHALL NOT POUR any concrete before forms are inspected by the project engineer and/or the owner. Any concrete that has not been approved by the engineer and/or owner will be the responsibility of the contractor. Concrete and Asphalt Testing Portland Cement Concrete Testing Requirements Initial Test: The initial test (from first ready -mix truck) is to be taken after the second cubic yard is dispensed from the mixer and is to consist of the following: 1. One slump test 2. Three cylinders pulled, prepared and stored on -site for 24 hours 3. Temperature recording Subsequent Tests: After the above tests are pulled from the initial truck, every 5th truck thereafter is to be tested in the same manner as noted above. Asphalt Concrete Testing Requirements Compaction: Testing for asphalt density is to follow NCDOT "Standard Specifications for Roads and Structures", Section 609-9, "Field Compaction Quality Management," latest revision. Thickness: The minimum frequency of coring for thickness testing shall be on the basis of test sections consisting of not more than 1500 linear feet of lay down width, exclusive of intersections and irregular areas. The test sample is to be a 6-inch cored sample. The sample is to be numbered and logged for identification purposes. Contractors Quality Control System: Follow NCDOT "Standard Specifications for Roads and Structures", Section 609-5, "Contractor's Quality Control System," latest revision. Mixture and Job Mix Formula Adjustments: Follow NCDOT "Standard Specifications for Roads and Structures", Section 609-4. "Field Verification of Mixture and Job Mix Formula Adjustments", latest revision. General: All other applicable sections of Section 609 of the NCDOT "Standard Specifications for Roads and Structures" shall apply relating to Quality Control Plan, mix design, control limits, corrective action, equipment and measurement. Testing Cost: Site Contractor is responsible for cost of testing. Sewer Notes 1. No Sewer line installation shall take place until an approved Site Plan has been issued. 2. Sewer Pipe: a. SDR-35 SMOOTHWALL: Pipe shall conform to ASTM D-3034 Type PSM, SDR-35. 3. Pipe bedding shall be Class B modified (i.e. stone to top of pipe). 4. Any well pointing, dewatering, etc. needed during sewer construction is to be included in the cost of the line laid. Utilize select fill from on -site for trench borrow when needed. If material of a select nature is not available, bring in from off -site. 5. The minimum clearances for water, sewer and storm drainage lines shall be as follows: Between Horizontal Vertical Water and Sewer 10' 18" w/water above sewer Water and StormDrainage - 12" w/water above storm drainage Sewer and - 24" w/storm drainage Storm Drainage above sewer 6. The Contractor shall make arrangements with the local utility authority when connecting to existing manholes or mains. 7. Location, size and invert elevations of clean outs shown on "private" services are to be coordinated with the approved Plumbing Plans for the building. All plumbing is to meet the requirements of the NC State Building Code, Volume II, Plumbing, latest revision. 8. Contractor shall seed, mulch and tack all disturbed areas within 7 days after backfilling trench. All sedimentation control measures shall be kept in operable condition until a stand of grass is established and the area is capable of resisting erosion by wind and rain. All erosion control measures shall be removed when authorized by the Engineer after the completion of the project. 9. All excavated wood and rocks shall be disposed of offsite by the Contractor. Bury will not be permitted onsite. 10. Contractor shall take proper precautions not to disturb existing property corner markers. All disturbed property corner markers shall be replaced by a Registered Land Surveyor. 11. All cost for the provision of erosion control rip rap, jute meshing, matting, grass seeding and silt fence shall be included in total base bid. 12. Manholes or Wetwells qualify as "confined" and require compliance with OSHA "Confined Access Entry" requirements. Certified equipment, proper notification and other applicable equipment and or devices may be necessary to protect workers, after system is operational, from hydrogen -sulfide gas build-up or an otherwise oxygen -less environment. 13. The contractor shall provide to Engineer, upon completion of water and sewer construction, record drawings of the sewer installation specifically showing/depicting any deviations from the permitted plans. Plans are to be marked surveyed and submitted to Engineer. The final payment request will not be submitted to the owner nor will a "certificate of substantial completion" be issued until these "surveyed plans" have been completed and received by the Engineer. 14. Utility contractor is responsible for notifying local authority of time and date he plans to commence construction. 15. Where lines cross gravel/asphalt driveways, Contractor is to restore driveways to the original condition. Drives shall be repaired within 7-days of open cut. 16. All Sanitary Sewer shall be in accordance to Town of Clayton Standards and Specifications. 17. All Frames and Lids to receive a bituminous coating. Water Notes 1. No existing valves and fire hydrants shall be operated without the explicit permission from the Public Utility Owner. The contractor shall make arrangements with the local utility authority prior to connecting to existing mains. 2. Contractor shall seed, mulch, and tack all disturbed area within 7 days after backfilling trench. All sedimentation control measures shall be kept in operable condition until a stand of control measures shall be removed when authorized by the Engineer after the completion of the project. 3. All excavated wood and rocks shall be disposed off -site by the Contractor. Bury will not be permitted on -site. 4. Water line crossing existing asphalt pavement shall be installed by the Open Cut method. 5. Where lines cross gravel/asphalt driveways, Contractor is to restore driveways to the original condition. Drives shall be repaired within 7-days of open cut. 6. Contractor shall take proper precautions not to disturb existing property corner markers. All disturbed property corner markers shall be replaced by a Registered Land Surveyor. 7. All cost for the provision of erosion control rip rap, jute meshing, matting, grass seeding and silt fence shall be included in the total base bid. 8. Utility contractor is responsible for notifying local authority of time and date he plans to commence construction. 9. Any well pointing, dewatering, etc. needed during construction shall be the responsibility of the contractor. Trench borrow needed during construction shall be included in the cost of the line laid, unless otherwise specified. 10. Valve box to be 3 piece telescopic with concrete collar when not in pavement. 11. The contractor shall provide all the material and appurtenances necessary for the complete installation of the utilities. All pipe and fittings shall be inspected prior to being covered. 12. Lines shall be flushed thoroughly to remove all dirt and debris. Chlorine shall be applied to all water lines in sufficient concentration to leave an overall residual of 50 ppm. The chlorinated water shall remain in the lines for 24 hours at the end of which time the chlorine residual shall be at least 10 ppm. The lines shall then be flushed until there is normal chlorine residual present and samples shall be collected for bacteriological analysis. 13. The contractor to conduct bacteriological testing of water lines, which have successfully passed hydrostatic testing and have been disinfected in conformance with AWWA Standards. This procedure requires (5) days to complete. 14. No contractors are authorized to use un-metered water during construction. All pipe and appurtenances shall be thoroughly cleaned prior to placement. Pipe shall be laid with straight lines and even grades and all joints shall be perfectly fitted. During periods when pipe is not being laid, open ends shall be securely blocked. 15. All excavation is unclassified and shall include all materials encountered. 16. All concrete used for blocking and concrete collars is to be minimum 3,000 psi at 28 days, air entrained. 17. Contractor shall saw -cut to provide smooth transitions where existing asphalt is to be removed. General Notes: 1. This Ian must be approved b Spring Hoe prior to construction of an street water, P PP Y P 9 P P Y • storm drainage or other site improvements on this plan. 2. All improvements shall conform to Spring Hoe Standards and Specifications or NCDOT as applicable. P P 9 P P PP 3. Disturbed area is greater than 1 acre and formal Sedimentation & Erosion Control Ian approval is 9 P PP required as a condition of construction Ian approval. Measures shown on the q P PP approved Erosion & Sedimentation Control Plan should be regarded as minimum requirements; additional measures shall be put in place as needed to insure that no sediment is released from the site. 4. The General Contractor is responsible for installing and maintaining all measures necessary to ensure that all sediment is contained on -site. 5. Omitted. 6. Stormwater detention and nutrient management has previously been approved and addressed. 9 P Y PP 7. Water and sewer service fees are due on this site prior to setting of taps or meters. Contact the Spring Hope for payment information. 8. Contractor shall make arrangements with the local utility authority for connection to existing mains. Do NOT operate any existing valves without permission of Spring Hope. 9. Water meters supplied by contractors shall contain encoder register and module for radio transmitted meter reading per Spring Hope Standard. 10. For the installation of electrical services, location of pad -mounted transformer if needed and to coordinate electrical temporary service, contact Duke Energy. 11. Any relocation of existing utilities will be at the cost of the General Contractor. The Town will not accept responsibility for damages to curb and gutter or street improvements if installed prior to underground services, nor will the Town absorb the cost for pavement patching, damages to landscaping or borings to install underground services. 12. Contractor shall be responsible for all work zone traffic control in or adjacent to ROW. All signs, pavement markin s and other traffic control devices shall conform to the Manual on Uniform Traffic Control Devices ?MUTCD), latest edition as amended. 13. Fire Protection water supply system including fire hydrants, shall be installed and in service prior to recording the subdivision, or, if no subdivision is involved, shall be installed prior to the placing of combustible building materials for structures or combustible pre -tested fabricated building assemblies on the project site or utilizing them in the construction of building structures. If phased coordination is planned, coordinate installation of the fire protection water system is permitted. 14. Fire department vehicular access to all structures under construction shall be provided at all times. In areas where ground surfaces are soft or likely to become soft, hard all weather surface roads shall be provided and maintained. 15. Omitted. 16. Commercial property Address Numbers shall be a minimum of ten (10) inches in height with a minimum stroke width of one (1) inch. These numbers shall contrast with their background and shall be Arabic style numerals. 17. Address Numbers must be posted on the front of the structure nearest to the main entrance in a position to be plainly legible, visible and unobstructed from the street or road fronting the property. 18. Any change or deviation from this plat, prior to or during construction, will cause addressing and/or street names to be re-evaluated with possible subsequent change. 19. Plans are based on an actual field survey performed by FREELAND SURVEYING, P.C. Reference horizontal datum is NAD 83, reference vertical datum is NAVD 88. 20. Contractor to verify all building dimensions and/or location(s) with architectural drawings before beginning construction. If discrepancies are found cease construction and consult the architect and civil 9 9 P • site engineer for resolution. 21. Omitted. 22. All HVAC equipment shall be screened from the view of all public street rights -of -way way for their entire length along those streets, except for necessary access. 23. For the installation of gas services, contact Public Utilities. 24. The customer is required to provide an outside lockable disconnect. 25. Right -of -Way Easement must be signed prior to installation of utilities. 26. Call NC One Call Center at (800) 632-4949 before digging to locate existing utilities. 27. If overhead primary electric lines are present, mature tree height shall not exceed 15 feet. 28. Copies of all permits and approved plans must be kept on site in a permit box that is conspicuously located and easily accessible during construction. This includes approved construction plans, approved erosion control plans, encroachment agreements, driveway permits, water/sewer permits, etc. 29. Plan approval is valid for two (2) years from approved date. Drainage Notes 1. Boxes may be reinforced masonry, masonry, precast concrete or cast -in -place reinforced concrete. 2. The maximum height of an un-reinforced masonry drainage structure with 8" walls shall be limited to 8' - 0" from invert of the outlet pipe to the top of the casting. Depths greater than 8' - 0" shall have walls 12" thick. Basins over 12' in total depth shall be designed by a NC Professional Engineer. 4? walls are not allowed on drainage structures. 3. Steps are to be provided on all basins deeper than 42". 4. Steps are to be PS1-PF as manufactured by M. A. Industries or an approved equal. Locate on non -pipe walls. 5. Mortar in masonry boxes is to be type M. 6. Clay brick structures are not allowed. 7. Concrete pipe is to be minimum Class III reinforced concrete meeting ASTM C-76, latest revision. 8. Concrete building brick is to meet ASTM C-55, Grade N, Type 1. 9. All iron castings are to be drilled and lagged to the drainage structure. The drainage structure as well is to be drilled. 10. All cast -in -place or precast concrete drainage structures located in paved areas accessible to truck loadings to be designed to meet AASHTO HS 20-44 loading. See manufacturers details for wall, top and bottom thickness. 11. All frames, grates, and hoods to receive a bituminous coating. 00(O O a) 7;_0 XI oM m 11) O . N 0_ u7 N w Z O = 0_ 0 Z kN � 0� W~ w w LUOf F- Z Z (00 u7 • r- 111111111111111111 Z N ti= U z ZF-w � J W U) l= w= oa 00 Z O U C5 Z E w w Z 0 Z w Cn - U O ````1%AIIIIII►I1" .N CA Rp •,. = .Q I" oy 9l'•� SEAL 19843 v Fly FE. • ? �INE.• �G�. ",''��/�HAEL S� Q GG� �� ........... S Wi F op 2/7/2020 SITE NOTES AND DETAILS [HORZ. EVISIONS N0. 2019-059 ALE: 1" = 50ALE: 1" = 5' 902 LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5 1. RODS SHOULD EXTEND TO TOP OF PIPE CROWN, 2. X x Y MUST EQUAL THE SQUARE FOOTAGE OF THE BEARING AREA AS SHOWN IN THE TABLE BELOW, TEE A B C 6'x 6'x 6' 2'- 0' 1'- 0' 1'- 0' BEARING SURFACE AREA FOR VALVE FOOTINGS 8'x 8'x 6' 2'- 0' 1'- 0' 1'- 0' 8,x 8,x 8' 2'- 4' 11- 0' 1' 6' VALVE SIZE 4' 6' 8' 12'x 12'x 6' 2'- 4' 11- 0' V- 6' 12'x 12'x 8' 2'- 6' 11- 0' V- 6' QUICKSAND, POOR SOIL (1000psf) 3 7 12 12'x 12'x 12' 2'- 8' 1'- 6' V- 10' GRAVEL, COURSE SAND (1600psf) 2 5 8 SOFT CLAY (2000psf) 2 4 6 FAIRLY DRY CLAY, CLEAN DRY SAND (4000psf) 1 2 3 -------------- CONCRETE THRUST BLOCK DRY CLAY, COMPACT SAND (8000psf) 1 1 2 7_____________ AT ALL 45' BENDS POOR ROCK (10,000psf) 1 1 2 3. COAT EXPOSED STEEL RODS AND CLAMPS WITH BITUMININOUS BASE PAINT, A I 2500 PSI CONCRETE I CLASS B REQUIRED GRADE 3'- 6' MIN.- / ABOVE TOP OF PIPE I SECTION __.I U L_ 2.1 TRENCHING 8c BLOCKING OF TEES NOT TO SCALE 8" DIP - ST COLLAR 3/4" THREADED STEEL RODS. (MIN. 2 REQUIRED) 5' MIN. GENERAL NOTES: 1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED WITH 2 COATS OF BITUMINOUS BASE PAINT. 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS. 2.2 VERTICAL BEND DETAIL NOT TO SCALE NOTES,REINFORCING REQUIREMENTS D. PIPE REBAR 512E 'X• BAR LENGTH 'Y' HAR LENGTH NG REOD. 1. SEE CONSTRUCTION SPECIFICATIONS 6 BACKFILL TAMP IN 6' LAYERS. NOMINAL TRENCH 6'- 36• #5 2'- 2' . O.D. PIPE I'- 1' X-24, r712 DIAMETER A B C WIDTH 48• #6 3'- O' . OR PIPE 1' 3' X-24, Y-l2 & BLOCKSEE LLOCATION&ANS FOR ��T 7 ONE FULL �J JOINT OST F PIPAR E. 6' I'- 4' I'- 0' 1'- 2' 2'- 6' a CONCRETE SHALL ?5DO & LAST JOINT OF PIPE WITH 8' I'- 6' I'_ D• 1._ 4x '2._ Bx THRUST COLLAR AND THRUST BLOCK SOIEOLLE P.S.I.IIRUST COLLAR TO BE MECHANICAL JOINT PIPE. 12' 2'- 2' V- 0' 2'_ 2' 3•_ 0• LD PIPE 'A' 'B• 'C', 6'- 16', 20'- 24'. 30'- 36, 48' 4, REINFORCING BARS SHALL 16' 3'- D' 1'- D' 2'- B' 3'- 4' 6•- 36• V- 4' V 7• E' 3' 4• - IOGDE OR D, ANO TIED &POMACE G 4' FROM PLUG END F PIPE. 20' 4'- 0' 1'- 6' 3'- 0' 3'- 8' 48• 1'- 8' 1'- 9• - - - 6• 24' 5'- 0' 2'- 0' 3'- 6' 4'- 0' WIDTH S IN min of THRUST 30' 6'- 6' 2'- 6' 41- 2' 4'- 6' BLOCKKSI INSTALLATION BE THE MINIMUM �TTH. GRADE 3'- 6' MIN. ABOVE TOP OF PIPE m 9 L) 2500 PSI CONCRE cf-rTTnm CLASS B REQUIRE 2.6 TRENCHING BLOCKING OF 45° BENDS NOT TO SCALE NOTES: 1. PAVEMENT REPAIRS SHALL HAVE 6" COMPACTED H-BINDER AND 2" TOPPING OF 1-2 MIX 2. TRENCH IS TO BE BACKFILLED IN 6" LIFTS AND COMPACTED TO 95% STANDARD DENSITY AS DETERMINED BY AASHTO TEST METHOD T-99 OR ASTM D-698 BEFORE PAVEMENT REPAIRS ARE MADE. 3. COMPACTION TEST MAY BE REQUIRED AT REQUEST OF INSPECTOR. 4. ALL EXISTING PAVED STREETS AND SECONDARY ROADS WHICH ARE OPEN CUT TO INSTALL SEWER OR WATER PIPE, MUST BE REPAIRED ACCORDING TO THIS DETAIL. 5. CABC BACKFILL IS NOT ALLOWED IN ANY PART OF TRENCH SECOND CUT FOR REPAVING 2' FIRST CUT FOR CONSTRUCTION (60 2' EXISTING PAVING 2" MIN. SF9.5B BITUMINOUS SECTION PLANT MIX - COMPACTED - - 7" H-BINDER COMPACTED - 17" �- BACKFILL WITH SCREENINGS PIPE BEDDING SCREENINGS 2.12 ROADWAY OPEN CUT REPAIR DETAIL 9Eel ato] PYil\42 •X• BAR- 3' MIN CLEAREANCE -{ END VIEW � •B• I I PLAN VIEW /-UNDISTURBED SCR 2.8 THRUST BLOCKING DETAIL NOT TO SCALE BURY LIMITATIONS (TYPE I LAYING CONDITION) PRESS CLASS PIPE SIZE "B" MAX. "B" MIN. 350 4" 53' 2.5' 350 6" 26' 2.5' 350 8" 16' 2.5' 350 10" 11' 3' 350 12" 10' 3' 350 16" 15' (TYPE 2 L.C. MIN.) 3' UNDERGROUND CLAMPS AS MANUFACTURED BY STELLAR CORP, OR EQUAL SIZED APPROPRIATE TO VALVE, CLAMPS BOLTED TO STEEL RODS. PVC PIPE PVC C-900 CLASS 150 rco* 3/4' THREADED STEEL RODS USE 2500psi CONCRETE IN FOOTING 'Y' 5' 3' 3 5' 2.3 STANDARD VALVE FOOTING FOR PVC MAINS NOT TO SCALE 8 NOMINAL A B C TRENCH DIAMETER WIDTH 4" 2'- 0" 0'- 9" 1'- 0" 2'- 4" 6" 2'- 6" 1'- 0" 1'- 4" 2'- 6" 8" 3'- 0" 1'- 6" 1'- 10" 2'- 8" 12" 4'- 0" 1'- 6" 3'- 0" 3'- 0" GRADE 3'- 6' MIN. ABOVE TOP OF SECTION 2.4 TRENCHING BLOCKING OF 90° BENDS NOT TO SCALE -PROPERTY LINE BRASS PLUG AS DIRECTED 9 BY AUTHORITY MAX. 18" FINISHED CI o o p d IIIII=III III -III_ III III III STAMP MAIN SIZE Nores, III IN TOP W/4" LETTER 1. THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6' II -SDI 23.5 PVC NVEL�au STANDARD VALVE BOX LAYERS WITH MECHANICAL TAMP. 2. SOLVENT CEMENT FOR PVC PIPE AND FITTINGS TO BE ASTM D-2564 3. PVC SADDLE AND BEND MUST BE BEDDED IN #67 STONE. _ =III III = OR �H 40 BEDDING AND HANDLING OF SERVICE PIPE MUST COMPLY WITH CLASS B BEDDING (SEE BEDDING DETAIL FOR GRAVITY MAINS.) -III- III �24" 4' ABS/PVC SDR 23.5 SOLVENT CEMENTED - III IIIII IIIIII III - - - - LG. PC IIIII IIIII III IIIII 1/16' OR 1/8' BEND iIII i - - JOINTS (TYPE SC) - _ _ = _- RECOMMENDED 2% = III III - -III _ = - SCH 40 PVC _ W/PLUG (MIN. GRADE 1%) SDR 35 PVC - -I SOLID WALL NOTE: USE CLASS "D" BEDDING AS STANDARD BASED ON LIMITS OF TABLE. DO N2I USE CLASS D NTH WET TRENCH BOTTOMS. ROCK FOUNDATION OR WHEN UNSTABLE SOIL IS ENCOUNTERED. COMMON TRENCH BACKFILL W. SEE SPEC. SECT. 0221(15)C TRENCH WIDTH FOR COMPACTION REQ'TS (SEE CHART) (12" UFTS MAX.) TRENCH WALLS MAY HAVE VERTICAL SIDES UP TO A MAX. HEIGHT OF 5 FT. BELOW GRADE BEYOND THIS DEPTH THE ENTIRE SIDE MUST BE LAID BAD( AT A SLOPE NO HIGHER THAN 1.5 : 1 OR APPROVED SHORING OR TRENCH BOXE MUST BE UTILIZED. (SUBPART P, LATEST) I �1 / 1.5 8' MIN, s N CAREFULLY ILL BACKF SEE SPEC. SECT. 02221(15)C /FOR COMPACTION REQ'TS (6" UFTS) 'D' SHALL BE REQUIRED WHEN SOIL PROVIDE UNIFORM AND CONDITIONS ARE UNSTABLE, ALL CONTINUOUS SUPPORT BETWEEN PIPE - SEE SPECS. BELL HOLES. EXCAVATE FOR BELLS. 2.11 TRENCH DETAIL NOT TO SCALE ADATO SDPTRER23.5) (SDR 35 - SEE NOTE 3 \\-COMBINATION LONG TURN PATTERN B" IN -LINE WYE Y AND 1/8' BEND TYPICAL PVC SEWER LATERAL CONNECTION NOT TO SCALE 2.9 VALVEBOX SHOULDER SLAB FOR UNPAVED AREAS NOT TO SCALE NOMINAL DIAMETER A B C TRENCH WIDTH 6' 11- 0' 1' 0' 1' 0' 2'- 6' 8' 1'- 0' 1' 0' 11- 0' 2'- B' 12' 2'- 0' V- 0' V- 6' 3'- 0' 16' 2'- 6' 1'- 0' 1'- 8' 3'- 4' 20, 3'- 0' V- 0' 2'- 4' 3'- 8' 24' 3'- 0' V- 0' 3'- 0' 4'- 0' 30' 1 4'- 0' 1'- 6' 1 3'- 6' 1 4'- 6' GRADE 3'- 6' MIN. ABOVE TOP OF PIPE. PZ NO YffiURE NOTES: MARKED ON TOP- 1. ALL HYDRANTS SHALL BE PAINTED WITH FOR OPENING SPECS) CS) HYDRANT TO BE PLACED 04�� WITH PUMPER NOZZLE RUSTOLEUM 64 FEDERAL SAFETY RED. 2. HYDRANTS ALL BE OILED/GREASED AFTER INSTALLATION. FACING STREET 3. SEE SPECS FOR TYPE THREADS ON NOZZLES (ONE PUMPER NOZZLE OO (SEE SPECS FOR SIZE) 5. WHEN VALVE BOX IS PLACED OUTSIDE OF PAVEMENT, PROVIDE 7x 2'x 4' p� CONCRETE SHOULDER SLAB AROUND VALVE FINISHED GGRADErCURB mH 5 TELESCOPIC VALVE BOX & GUTTER PAVEMENT BURY UNEJ �! NOT LESS THAN --- 7 CU. FT. CRUSHED STONE I i m VALVE BO y Eu 1j TYPICAL EYE BOLT LI M1 V- 0' MIN. OR AS SHOWN ON GATE VALVE NOT TO SCALE 8: 1 PLAN PROFILE SHEETS �8' �S- 0' MIN ( -8" D.I.P.- CONC. BLK'G SEE TEE BLOCKING MAIN DETAIL FOR SIZE) TYPICAL EYE BOLT (SEE DETAIL) ' '! 5/8• DIA. GALV. BRIDLE RODS WITH STAR JOINT RESTRAINT `1'- SYSTEM. COAT WITH 2 COATS OF BIIUMINWS BASE PAINT. CONIC. BLOCK 3' x 1'-30 x 4' THICK PLACE EYE BOLT THROUGH CONIC. SETTING SLAB GLAND. 2.5 STANDARD FIRE HYDRANT INSTALLATION DETAIL NOT TO SCALE INVERT ELF SLOPE BOLT FRAME TO WLCAN V-1984-0 HEAVY DUTY FRAME & COVER CASING (4 REWD) COVER & FRAME ..I - 380 CBS. WEIGHT MAY NOT DEVIATE BY MORE THAN -S.OZ SECURE CASING TOP TO READ 'SEWE R' W/MORTAR M-0 Onto'�� PRECAST GRADE RINGS ARE TO BE USED MHEN POSSIBLE AND ADJUSTED WITH BRICK & MORTAR COURSE e OR 8" PRECAST FILL JOINTS FULL WITH HIGH SIREN GII TYPE M MORTAR & STRIKE GRADE RINGS - FLUSH INSIDE & OUT MAXIMUM OF THREE ALLOWED FOR .. USE AN APPROVED BITUMINOUS OTHERWSE ADD 'BG BASE SEALANT APPUED TO TOP RISER SECTION xR4• OF CONE SECTION MANUFACTURE TO LOCATE STEPS OVER mnEr PIPE STEPS BY M.A. a. USE ECCENTRIC CONE INDUSTRIES, INC. PSI-PF OR EQUAL W/GASKET (LOB' FALL UNLESS - - • • r • '• S " A SHOWN OTHERWISE ON PLANS PRECAST OPENING REQUIRED FOR ALL PIPES : ^i. •' SEE PLANS FOR PPE SIZES �. NOTE USE V EXTENDED BASE WHEN TOTAL MH ff ,a HEIGHT EXCEEDS 12' SET MANHOLE IN 8" TO 12- 057 STONE SEE SPECS FOR FOUNDATION IsaMETRIC VIEW IMPROVEMENT WHEN NEEDED INVERT & SHELF fL MANHOLE RUBBER BOOT 5 Dp. SLOPE MOORBASE 8' MIN. EXTENDED BASES. WHERE CALLED FOR SLOPE OF CHANNEL-0.06' FALL ON PLANS IN MH SCHEDULE NOTE V EXTENDED BASES REOUIRED ON ALL 4' M.H.'e OVER IT DEEP. BASE SECTION STANDARD MANHOLE (IN PAVED AREAS) DEWEY BROS. CB-SO-S CASTIRON FRAME AND COVER METER AND STRAINER U + SECTI❑N NA,E�R STT P GLE 1 LOOKABIE L 4�. VERIFY BEFORE I I F��K CONCRETE METER BOX ORDERING BOX BY AST YRIGHT TPRECAST CO. 36"x18" INSIDE DIMENSION 2500 PSI CONCRETE NCH WIDTH I CLASS B REQUIRED TRE OCNOEIE BIOCKNQ Y LINE FOR 2' UNES 2' LINE LL PLAN A�NDP"'e, IN aJ sEo PosnoN 2.10 TRENCHING & BLOCKING OF 1114° BEND NOT TO SCALE D 0 1 BMW z n Lei 00 (0 Oa) 7;_0 xl O DO LO o^ . N 0_ Ln (V O 1 U d Z_ W W Z ZZ W Y U O H W I WI Of Z TO O Ln • 00 E Z N (n= U Z Z � ~W J W ( ) ¢' w= U) Oa DO Z BLN=C-1874 `�.o•EssR• ' 4z 1. SEAL 19843 F/v01NE��.'���: 2/7/2020 UTILITY DETAILS REVISIONS FILE NO. 2019-059 HORZ. SCALE: NONE VERT. SCALE: NONE LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5 D-03 PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF -INSPECTION Self -inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. Frequency Inspect (during normal Inspection records must include: business hours) (1) Rain gauge Daily Daily rainfall amounts. maintained in If no daily rain gauge observations are made during weekend or good working holiday periods, and no individual -day rainfall information is order available, record the cumulative rain measurement for those un- attended days (and this will determine if a site inspection is needed). Days on which no rainfall occurred shall be recorded as "zero." The permittee may use another rain -monitoring device approved by the Division. (2) E&SC At least once per 1. Identification of the measures inspected, Measures 7 calendar days 2. Date and time of the inspection, and within 24 3. Name of the person performing the inspection, hours of a rain 4. Indication of whether the measures were operating event > 1.0 inch in properly, 24 hours 5. Description of maintenance needs for the measure, 6. Description, evidence, and date of corrective actions taken. (3) Stormwater At least once per 1. Identification of the discharge outfalls inspected, discharge 7 calendar days 2. Date and time of the inspection, outfalls (SDOs) and within 24 3. Name of the person performing the inspection, hours of a rain 4. Evidence of indicators of stormwater pollution such as oil event > 1.0 inch in sheen, floating or suspended solids or discoloration, 24 hours 5. Indication of visible sediment leaving the site, 6. Description, evidence, and date of corrective actions taken. (4) Perimeter of At least once per If visible sedimentation is found outside site limits, then a record site 7 calendar days of the following shall be made: and within 24 1. Actions taken to clean up or stabilize the sediment that has left hours of a rain the site limits, event > 1.0 inch in 2. Description, evidence, and date of corrective actions taken, and 24 hours 3. An explanation as to the actions taken to control future releases. (5) Streams or At least once per If the stream or wetland has increased visible sedimentation or a wetlands onsite 7 calendar days stream has visible increased turbidity from the construction or offsite and within 24 activity, then a record of the following shall be made: (where hours of a rain 1. Description, evidence and date of corrective actions taken, and accessible) event > 1.0 inch in 2. Records of the required reports to the appropriate Division 24 hours Regional Office per Part III, Section C, Item (2)(a) of this permit. (6) Ground After each phase 1. The phase of grading (installation of perimeter E&SC stabilization of grading measures, clearing and grubbing, installation of storm measures drainage facilities, completion of all land -disturbing activity, construction or redevelopment, permanent ground cover). 2. Documentation that the required ground stabilization measures have been provided within the required timeframe or an assurance that they will be provided as soon as possible. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1. E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. Item to Document Documentation Requirements (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy and does not significantly deviate from the of the approved E&SC plan or complete, date locations, dimensions and relative elevations and sign an inspection report that lists each shown on the approved E&SC plan. E&SC measure shown on the approved E&SC plan. This documentation is required upon the initial installation of the E&SC measures or if the E&SC measures are modified after initial installation. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC plan or complete, date and sign an inspection report to indicate completion of the construction phase. (c) Ground cover is located and installed Initial and date a copy of the approved E&SC in accordance with the approved E&SC plan or complete, date and sign an inspection plan. report to indicate compliance with approved ground cover specifications. (d) The maintenance and repair Complete, date and sign an inspection report. requirements for all E&SC measures have been performed. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC to E&SC measures. plan or complete, date and sign an inspection report to indicate the completion of the corrective action. 2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site -specific exemption based on unique site conditions that make this requirement not practical: (a) This General Permit as well as the Certificate of Coverage, after it is received. (b) Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard -copy records. 3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART II, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. IJ_l.4rlll SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1. Occurrences that Must be Reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream or wetland. (b) Oil spills if: • They are 25 gallons or more, • They are less than 25 gallons but cannot be cleaned up within 24 hours, • They cause sheen on surface waters (regardless of volume), or • They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (d) Anticipated bypasses and unanticipated bypasses. (e) Noncompliance with the conditions of this permit that may endanger health or the environment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800) 858-0368. Occurrence Reporting Timeframes (After Discovery) and Other Requirements (a) Visible sediment a Within 24 hours, an oral or electronic notification. deposition in a e Within 7 calendar days, a report that contains a description of the stream or wetland sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement for a written report on a case -by -case basis. • If the stream is named on the NC 303(d) list as impaired for sediment - related causes, the permittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state impaired -waters conditions. (b) Oil spills and a Within 24 hours, an oral or electronic notification. The notification release of shall include information about the date, time, nature, volume and hazardous location of the spill or release. substances per Item 1(b)-(c) above (c) Anticipated • A report at least ten days before the date of the bypass, if possible. bypasses [40 CFR The report shall include an evaluation of the anticipated quality and 122.41(m)(3)] effect of the bypass. (d) Unanticipated a Within 24 hours, an oral or electronic notification. bypasses [40 CFR . Within 7 calendar days, a report that includes an evaluation of the 122.41(m)(3)] quality and effect of the bypass. (e) Noncompliance . Within 24 hours, an oral or electronic notification. with the conditions . Within 7 calendar days, a report that contains a description of the of this permit that noncompliance, and its causes; the period of noncompliance, may endanger including exact dates and times, and if the noncompliance has not health or the been corrected, the anticipated time noncompliance is expected to environment[40 continue; and steps taken or planned to reduce, eliminate, and CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6). • Division staff may waive the requirement for a written report on a case -by -case basis. NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 00(0 Orn �;_0 XI O rn mLO o� . N n LO N w z 0 0 Z W~ w w WV) Z(Q O 'n • 00 � Z N = < Z Z Z �_J J W<' () w= 00z 12 O y Z ch w w Z Z w Cn Y U O H BLN=C-1874 LO TM W vJ U W z CC De m C AR p�'' Q � SEAL 19843 FIVC I N E�� IcHAEL ........... S-', z z0z0 NCO01 NOTES REVISIONS FILE NO. 2019-059 HORZ. SCALE: 1 1" = 50' LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5 1 VERT. SCALE: 1 1" = 5' 1 I L J GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Stabilize within this Site Area Description many calendar Timeframe variations days after ceasing land disturbance (a) Perimeter dikes, swales, ditches, and 7 None perimeter slopes (b) High Quality Water 7 None (HQW) Zones (c) Slopes steeper than If slopes are 10' or less in length and are 3:1 7 not steeper than 2:1, 14 days are allowed -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, (d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed -7 days for perimeter dikes, swales, (e) Areas with slopes ditches, perimeter slopes and HQW Zones flatter than 4:1 14 -10 days for Falls Lake Watershed unless there is zero slope Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: Temporary Stabilization Permanent Stabilization • Temporary grass seed covered with straw or • Permanent grass seed covered with straw or other mulches and tackifiers other mulches and tackifiers • Hydroseeding • Geotextile fabrics such as permanent soil • Rolled erosion control products with or reinforcement matting without temporary grass seed • Hydroseeding • Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered • Plastic sheeting with mulch • Uniform and evenly distributed ground cover sufficient to restrain erosion • Structural methods such as concrete, asphalt or retaining walls • Rolled erosion control products with grass seed POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4. Provide ponding area for containment of treated Stormwater before discharging offsite. 5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by secondary containment structures. EQUIPMENT AND VEHICLE MAINTENANCE 1. Maintain vehicles and equipment to prevent discharge of fluids. 2. Provide drip pans under any stored equipment. 3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5. Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1. Never bury or burn waste. Place litter and debris in approved waste containers. 2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5. Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6. Anchor all lightweight items in waste containers during times of high winds. 7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8. Dispose waste off -site at an approved disposal facility. 9. On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3. Contain liquid wastes in a controlled area. 4. Containment must be labeled, sized and placed appropriately for the needs of site. 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. EARTHEN STOCKPILE MANAGEMENT 1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3. Provide stable stone access point when feasible. 4. Stabilize stockpile within the tmeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. ❑NSITE CONCRETE WASHOUT STRUCTURE WITH LINER 7O O SANDBAGS (TYP,) 0 IFOR STAPLES 10 MIL SILT FENCE 11 PLASTIC SANDBAGS (TYP,) SIDE SLOP LINING �OR STAPLES CTYP,i[/ •, ZX¢ t J CLEARLY MARKED SIGNAGE CONCRETE NOTING DEVICE (18'X24' MIN,) WASHOUT PLAN SECTION A -A NOTES, 1, ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY, 3,CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. BELOW GRADE WASHOUT STRUCTURE NOT TO SCALE SANDBAGS CTYPJ OR STAPLES 10 MIL HIGH COHESIVE & PLASTIC LOW FILTRATION UNINGIE SLOP SOIL BERM I(TYPJ '.,,... o SANDBAGS CTYPJ NOTES, OR STAPLES 1, ACTUAL LOCATION DETERMINED IN FIELD CLEARLY MARKED SIGNAGE CONCRETE NOTING DEVICE (18'X24' MIN.) 2. THE CONCRETE WASHOUT WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM PLAN 12 INCHES OF FREEBOARD. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE CONCRETE WASHOUTS 1. Do not discharge concrete or cement slurry from the site. 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4. Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. 8. Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. HERBICIDES, PESTICIDES AND RODENTICIDES 1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4. Do not stockpile these materials onsite. HAZARDOUS AND TOXIC WASTE 1. Create designated hazardous waste collection areas on -site. 2. Place hazardous waste containers under cover or in secondary containment. 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground. NCGO I GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 00(0 Orn �;_0 XI O rn m "' o^ . N W LO W z O Z W~ W W WV) N z(.0 O 'n • CO � Z N = < Z Z Z �_J J W<' () W = 00z 12 O U 0 Z ch W W Z_ 0 Z W G7 Y U O BLN=C-1874 LO TM W vJ U W �0 Z C. /=sN b- a m C ARO =p��oFESS/pN9 ��'�' Q SEAL l = 19843 FIVC I N E�� G�� `�: /CNAEL 5If/, 11111111'S0.', idlaela ������e� "l 2 7 2020 �� NCO01 NOTES REVISIONS FILE NO. 2019-059 HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 5' LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5 I L J BEFORE YOU DIG, CALL 0�0 \ D NORTH CAROLINA ONE CALL CENTER www.ncocc.org \ .•W� W W W W .. W W W W . W . W . 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GENESIS 18:5 CONTROL PT# 7 N = 796122. 8291 E = 2266767. 4498 Z = 266. 59' � RUNOFF MAP FOR ROAD PIPES SCALE: 1" = 30' 0 30 60 75 90 105 120 0m -00 xl 0 LO m o,. N N w z 0 w L 0 U 0 z_ Of w w V Z w cn U 0 WLd LU F- z00 0LQ • F- 00 Z N = U �z Z ~ LAP J W¢' (n w= z 0000 BLN=C-1874 C A "0/ `p� . o f ES S 4. _ •Q� SEAL 9� � 19843 �ICHAEL S��.�`�• ........... S 2 7 2020 DRAINAGE AND GRADING PLAN REVISIONS FILE NO. 2019-059 HORZ. SCALE: 1"=30' VERT. SCALE: NONE