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Home My WebLink AboutSW6220101_Plansheet - Grading/Drainage Plan_20220119 (3)TEMPORARY SKIMMER BASIN #5 GRAPHIC SCALE L=90', W=25', D=4' SIDE SLOPES= 2:1 / 11 I \� LEGEND: TOPOF BASIN: 308.00' --- -- -- -- -- �- -- -- -- -- -- s--_- - - -sue--lam_--- PK 40 0 20 40 80 160BOTTOM OF BASIN: 7URSERY ROAD - SR 1117 _ - - _ _ - INV ) O PK-PK NAIL 3.1 C3■2 4 0 S 7T 6' EMERGENCY SPILLWAY: 307.00' ) - _ _ - - - - - - _375_04_ EIP Oa EIP-EXISTING IRON PIPE 60 R W PUBLIC INVERT OF SKIMMER: 304.00' - -�- - - EIS LO EIS -EXISTING IRON STAKE p SIDE SLOPES OF BASIN ARE TO ao O ENL-EXISTING NAIL ( IN FEET ) - BE SEEDED WITHIN SEVEN DAYS. -RIP RAP DISSIPATER � ERBO ERB-EXISTING REBAR SHEET KEY 1 inch - 40 ft. y "ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) L=3' W=1'/3' TEMPORARY SEDIMENT TRAP #6 n WITH 1.2" ORIFICE FOR DEWATERING THE Dw=8" DMAX--12" / L=65', W=25', D=4' N/F - NOW OR FORMERLY SEDIMENT BASIN DURING CONSTRUCTION. - SIDE SLOPES= 2:1 _ - - - - " R/W - RIGHT OF WAY o RIP ORAIP-31 751PA1E3 = OOl p01 D01 _00 CLASS B 18" THICK ` \ TOP OF BASIN: 284.00' INV - PVC -POLYVINYL CHLORIDE - _77: - r\P / - > BOTTOM OF BASIN: 280.00' i74.14 - - - - - -- - - - - - -- - - ' - - --� - - -� _''� - - C _ NGC,FL\0 = _ _ --� = Dw=10" DMA,�15" _ - - - Q' - - - �/ _ _ -� _ -� _ _ -- - - - _ -- - - - - - - 6' EMERGENCY SPILLWAY: 283.00' - -- I'r -,�-- RCP -REINFORCED CONCRETE PIPE ( CLASS 1 22.5" THICK�p p \ 0� LIMITS OF CONSTRUCTION ■ SIDE SLOPES OF BASIN ARE TO CI - CURB INLET SF 1 00� �� 001 001 0po� 31.2 AC - BE SEEDED WITHIN SEVEN DAYS. \ `z `z `z S S \ �OOI - OOl - ` PROPERTY LINE _00-1 F Tp -SE� _9E_-6iV 0 �001 c OCly 00l l D _ _ _ �fV �� 00l -- SF �,- SF 001 ADJACENT PROPERTY LINE 0��001 S OOl OOl OOl OOl OOl OOl OOl 001 oof l l l ll SF V V SF DIV DIV-F DIVSF IV F D VSF DIV F DI�F DIV SF DIV SF DIV F DI DIV DIV DIV DIV DIV DIV DIV DIV INV: 309.25 �• _ _ _ - - j - \ 0/V S\ DIV SF DIV DIV •p NSF pl NSF -- RIGHT-OF-WAY to r. '• 1 �SQ� - _ - \0.o�o ' I ss SANITARY SEWER LINE FM FORCE MAIN LINE r r347.87 �� 31 348.20 347.18 - �346.87 \ 34 �347.20 - _346.2_a�_ - - 347 515 _ so STORM DRAINAGE WETLANDS •- INV: 312.75, �O\ \ `3\ \) \\ \ I\ \ I I •� �\ I PERMANENT EASEMENT / \ U_ - 00 / \ > Z Z SILT FENCE X FENCE LINE OUTLET TEMPORARY SILT FENCE TREE LINE i - - - - - - TEMPORARY DIVERSION BERM BENCHMARK 32 - \ \ \ TYP \� \ x 208 SPOT ELEVATION - / \ _ _ -) SF T LOCH WITH WEIR I p4 WATER VALVE TO BE SEEDED WITHIN 7 DAYS � SF SF �\ L CHECK DAM � �\ T S75 MATTING 323 OCR` IN ENTER 335 STAPLE PATTERN C - CA I , I �� \ I I FIRE HYDRANT 3Q 340 TO BE INSTALLED IMMEDIATELY - ?S \ \ \ \ \ \ \ ��\ �o� \ \ 1 woo O d� I Ij� I I = I �I �\ ❑❑ WATER METER .72_ 0 343.58 341.43 UPON CONSTRUCTION 335 335.65, 330.49 324.30 \ �0 318.00 , \ 312.00 0 \ 305.45 \ I I II � ♦ I \ I ® CATCH BASIN 346.05 345.03 343.90 342.88 341.75 340.73 339.50 337.97 336.10 332.03 330.80 '327.43 324.60' 321.13 318.30 r 314.83_� 312.00 \308.58 305.75 \ 301.52 Z Z /N/ / I `� I ' I \ I V_ �� I TREE G�� 339.18 / _ , �, \ I I ❑ f l UU//l / l Vr`\ \ 1 y ` 0 GRAVEL 72 3Q5, 342.58 340143/� 3Q \ 338.18 \ 3gs 334.65 lb �b - 329.49 `b° 323.30 ��\ \ ��^ 317.00 ^�� 310.70 \ 304.45 V%I 11 I SOIL 345.05 � 344.03 342.90 1341.88 340.75 339.73 338.50 336.97 335.10' 331.03 \T 329.60 326.44 323.40 320.13 317.10 \ 313.83 311.00 307.58 `� \ \ \ 300.52 / i / ♦ I I V'. ��- �� - � Il �� WETLANDS \30 I\-dSSILT FENCE - I \ \ 33o MAJOR CONTOUR 337.60 332.20 _ -' �326.90 \ 320.70 \ \ 314.40 8.10 I' LOC. �S OUTLET ' I \ \ , 337 MINOR CONTOUR \ 1 I I - DRIP RAP DISSIPATER \ \ V% �\ N \ V M (o ?) PAD 347.30 PAD 345.15 347 ' 511 co \ 335.20 510 M - 329.90 _ 509 ` M 323.70 508 M I 317.40 507 � I 311.10 \ 506 I I 304.85 505 301.85a o L=3' W=1' 3' / Dw=8" DMA,r12" C - J \ \ \ \ ) \ I - l_oc- l_oc- LIMITS OF CONSTRUCTION - SF - SF - SILT FENCE LINE II/� 11 \ I \ I \ _� CLASS B 18" THICK \ I �- / / / I % / - A - A -JUTE NETTING LIDI \ Co \I I TEMPORARY SKIMMER BASIN #3 / / / O INLET PROTECTION 1 `M - o f - I M _ L=80', W=45', D=5' %/ V co M \ M SIDE SLOPES= 2.5:1 M ro L n M N M I \ I TOP OF BASIN: 297.00' ' • / / V, M \ PAD 338.60 I 33710 1 - 335.20 PAD 335.20 I 3 20 329.90 PAD 329.90 326 M I N 90 \ 323.70 PAD 323.70 320 70 \ \ \ 317.40 \ PAD 317.40 \ 314 I .0 \ 1 311.10 PAD 311.10 , 308 10 I 304.85 PAD 304.85 I rn \IY' BOTTOM OF BASIN: 292.00' 15' EMERGENCY SPILLWAY: 296.00' V% ��I GROUND STABILIZATION CHART 1 I INVERT OF SKIMMER. 292.00 I I1 I I I I �� l I 301.85 SIDE SLOPES OF BASIN ARE TO 343.9 \ 341.77 \ , 339.6 c337.37 \ 333.84 \� 328.68 \\ \ �10 322.49 �ti0 316.19 309.89 1^1 I 303.64 .30g BE SEEDED WITHIN SEVEN DAYS. UTILITY EASEMENT \ \ / °� / \ \ \ ( �° ""ATTACH A 2.0" FAIRCLOTH SKIMMER OR EQUAL) �3 - - - -3 - - - 339.33--337.08 - - �--333.55 \- 1328_39 �v 322.12 - - \ 315.82- - \ -3 303.22C 1 - - WITH 1.8" ORIFICE FOR DEWATERING THE , 1 SEDIMENT BASIN DURING CONSTRUCTION 209.00 LF @ 4.40% 24" RCP • 215.00 LF ®3.47% a I CI-10 ww� w w w CI-12 4 136.00 LF ® 8.71% CI-14 w \ INLET w w wl I w CI-44 w -� us 24" CLASS IV RCP �� i HARBORWOOD STREET w , �' 301 CLASS IV RCP \ r \ PROTECTION I I 26., LF C� 1.05% 26.00 LF @ 3.27% \(TYP) ' ^� 18" CLASS IV RCP CI-13 M I 15"OCLASS �IV RCP v 50' R/W (PUBLIC & UTILITY ACCESS), CI-11 30" CLASS IV RCP CI-15 316.95 / / 308.94 ICI-45 \ 26.00 LF @ 1.15% 18" CLASS IV RCP I 49.39 LF @ 4.76% 1 Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - 30" CLASS IV RCP Know what's b@IOW. /73 346 343.32 / 341.17 \ / ' 339.02 / 336.68 \ 332.91 / 327.52 / 321.22 \ 3 ► \1 - . _ _ Call before you dig. 343.61 344-341.46 I 339.31 I / 336.97 / 333.21 ww 327.81 \0 321.51 I �20 313.92 310 ®�1 1 V% V, � / 340 1 \ 33�� )l w\ \ �� / \ 2'\ f 1 322 - DRAINAGE EASEMENT, I 313.92 313.95 v� �s r\ I. V% V, V% v co M M 0 M II II M M N w 0 466 467O(�E)334.45 O(EA29.05 470 IDRAINAGE 1 \ 1 317.60- �,\\\\�es338.20 O I EASEMENT 316.5 \ 316.85 °-�\ \ \ \ I ,, V% I I I I \ \ o NAG S150 MATTING \ \ / / 1 337.20 331.45 326.05 \ I . I \ \ I \ \ \ \ 's STAPLE PATTERN D \ \ \ \ \ I Iv V, V% V, V, I I I 1 315.66 °'� \ \ \ \ \ \ \ -ATO BE INSTALLED IMMEDIATELY \\\6 \ - - - = \ I - - - \ \' \ \ \ \ UPON CONSTRUCTION �r O I \ I I I V% �,- V, V% \ \ \ \ \ \ \ \ s > Iv V% - 346.90 345.90 344.75 343.75 342.60 341.60 340.45 339.45 338.10 336.60 / 334.35 330.85 328.95 I325.45 322.65 321.65 \ \ \ \ \ \\\\\ \ \ \ I I` ``�►�� _�// \ 344.4 342.27 340.1 \337.78 V% V, 1 / �� \ U 3�`�. \ SAS �„ ��8 I?__\ao ao / CI-; 0 \ \ \ \ `\ \ 31 1 _ o9s \ \ I 111� V% ' \ o \ \ J I \ ? L w W w w (n 340 I W 335 z N' I l i I... � � � � � � i �. : V% V% 338.20 336.70 334.45 331.45 329.05 326.05 1 CI-19 CI-18 � 315 0 �`�' � PAD 338.20 �, PAD 334.45 0 I PAD 329.05 N PAD 322.75 316.95 °' \� �\ co W ro ro 26.25 LF @ 0.95% I ` . _ V: 30" CLASS IV RCP \ \ i N a o III I 504 \ 315 r ♦ ��•. co i 7S of . PAD 316.95 1 1 I \ \ \ \ • • SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITHCES 7 DAYS NONE AND SLOPES HIGH QUALITY WATER (HQW) 7 DAYS NONE ZONES IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SLOPES 3:1 OR 7-DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET IN LENGTH NONE ALL OTHER AREAS (EXCEPT FOR WITH SLOPES FLATTER 14 DAYS PERIMETERS AND THAN 4:1 HQW ZONES) A� 1i o o \\ s� 316 \ 503 315.351 314.05 lT®. �i j I I I I I I III V% V% - / V% V% � v �/ ♦ ' .41 316.04 cSa 315.67 \ 316.95 312.96 \ `i6 - I I I III � � '. V, V% i �� 440 _ - _ - _335 I ♦ �'6 �c� ` A 15.95 \ S� V- ��'�' = ' / t ' 330 / 49.99 LF C� 0.50% ®I \ \PAD 316.95\ \ \^� \ \ \ \ �\ 1 I I I I I I \ V% \ \ V%� \ 33 ° CI-35 30 CLASS IV RCP, nq I w Oo \ 325 11 �� ♦ \ \ \ \ \ \ \ \ \ 3�2 310.95 I I 1 1 . I I \ \ \\ \ - i 330 32\ 26. LF C� 317.10\ CI- \ \ \ \ \ \ \ \ w/ \ \ \ \ \ %V% V: 315.40 \ o \ �. \ \V \ \ \L V, 319.50 0.58% 30" RCP 1 315.22 ` \^� \ \ r ^0 306.70 �o �\ �\ V%\ \ 325 .41 26.00 LF C� 0.77% 316.95 \ 502 \ wo s �� \\� \ \ \ \ \V, �� \L V: J _ 319� oQ 1 30 CLASS IV RCP. \ a o 1`\ / _ ` Q 318 CI-36 fi 14.45 313.40 306.50 os \\ \ \� �� ` \L V- y0 CI-37 SO 1 f \ = 332.67 � 329.33 / 325.99 ', / 322.65 319.88 318.65 15 ,1 DRAINAGE 310.40 1JB _-47 U 326.30 325.28 �321.93 319.20 / - - g�� EASEMENT /p 110 \ \ ♦ V: 333.00�331.98 329.65 328.63 322.95 320.20 O / _ / /\PAD 313.40 Q / / / _ _ - 71 ��F / / ./ 15.751 ♦` I�oG�GL I ®�s \� \ 4 V- V- 315.40 \ 19 OO 1 \ \ \ 501 302.29 c9 332.60 / 329.25 / 325.90 / 323.05 - _ - - ♦ �� / // I S.. �, O \ \ <� 287.20- \ PER WET POND I 333.10 329.75 475 I M 326.40 474 M / 473/ M / M co Cl)/ C\j- M N O/ N � / coM PAD 333.10 I N- PAD 329.75 PAD 326.40 I PAD 323.05 I / 40 333.10 332.10 329.75 328.75 326.40 325.40 i 323.05 322.55 COI 2sA �) 311.77 \ / / \ 306 90 \ \ V% WATER WATER:SURFACE: 279.50 YR) V% V, \ \ \ 303.90 �p 287.00 'iHIGH \ i� / / F �3 �i/�'Q� ��'A S• 313.40 \ \,�. \�� 285.90' (10YR) 318.88 -w / PAD 316.75 qS q �� GT 310.40� PAD 306.90 \ F�� RIP RAP DISSIPATER V% F c ��i \ 's- 286.27' (100YR) PAD 319.90 o CI-38 / / 313.10 '� 0' T \ \ \ P ro L=10' W=3.7 X--15"3' TOP OF POND: 287.00' V - - 312.80 �s`rJ I c� ( \ \ \ _ \ t�2� \ n� Dw=10" DMA15" ► INVERT OF POND: 270.50' V% V% V% 1 - 3v o RGQ _ / / q�F�i \ I 306 1 22.5" THICK11�V% TOP OF FOREBAY BERM: 279.50' - _ - 318.62 "I•� - /�. 316.35 / \ M F� DRAINAGE p No do FES-48 \\1\ 56 / CI-39 / \ EASEMENT 306.90 5 , RISER 317.98 o' - - ' 325 g` .� / 26.00 LF @ 1.00% \ \ t1 ,\ V% - \ / / 18" CLASS IV RCP' �° 75.40 LF C� 8.36%7T 901 ry°jo 0 \ 1 1 TOP: 285.00' V� J _ I J J `, J _ _ _ �19� � \ / / ° / / \ No \ I \INV: 271.00' TEMPORARY SEDIMENT BASIN 4 �328.5 32g 325.18 321.84 319.07 � �CI_ co - - - 22 0 \ / �� / 30 /.17 42" CLASS IV RCP oh ^f ; , ;11 # 332 - - 35.51 LF @ 1.36% - PAD 314.35 °g \ R I, ; yip t l � i O 325 i 317.60 •1- - 3 CI-_ 40 3 AFTER SITE IS STABILIZED L=250', W=115_, 0=7' I t RIP RAP DISSIPATER CONVERT SEDIMENT BASIN SIDE SLOPES 3:1 \ \ / 30" CLASS IV RCP ' 314.35 307.17 \ /� 1i11�;1 L=35' W=10.5' 38.5' TO PERMANENT WET POND TOP OF BASIN: 287.00' 331.57 i "� � 328.23 324.89 � / / a� /321.54 � � C� � i 305.07 ° /' i��V 1 , - 318.78 / - 315.85 11.35 GP /:1i, 7 1 � - �- �� - I 302.27 R � 1 I " 1 AS SHOWN. 210.00 LF @ 4.90% CI-31 -37.77 LF C� 0.53% i y p7 qZ FES-43 1 Dw=14" DMA1r21" BOTTOM OF BASIN: 279.50' / / / / / - 313.91 g CI-41 \% !/ II��1 / / / / CI-28 18" CLASS IV RCP CI-29� 30" CLASS IV RCP _ 30 _ CLASS 2 31.5" THICK 25' EMERGENCY SPILLWAY: 286.00' 26.00 LF C� 1.03% AI0 SF 31.55 LF C� 8.07% ®Z. rf 1 \ ( / / / A\lO �- 497 / F �' V, / INVERT OF SKIMMER: 279.50' w w 18" CLASS IV RCP 140.01 LF 3.30% SF SF \ O g^O 42" CLASS IV RCP 25\ v\!\ �/ / TOP OF RISER: 285.00' NAG S75 MATTING aw- ro / 24" CLASS IV RCP / LOC-�� 7 305.07 / 299.66 92' V: / V% STAPLE PATTERN C \ WOODPINE WAY 26.00 LF @ 0.97% / �� LOC O LP q\ INVERT OF RISER: 271,00' TO BE INSTALLED IMMEDIATELY _ - h 18" CLASS IV RCP - G306.89 1 l / 1 "`V, / V% / SIDE SLOPES OF BASIN ARE TO 327.57 MN 50' R/W (PUBLIC & UTILITY ACCESS) �o \p \ NAG S75 MATTING - 03 �� \ UPON CONSTRUCTION M CI-34 / 304.97 3 CI-42 \ - - STAPLE PATTERN C 314.35 / TOP OF BERM O Iv BE SEEDED WITHIN SEVEN DAYS, 0 328.38 _ \ sx � / TO BE INSTALLED IMMEDIATELY 11�35� / ELEV: 279..50' CLASS B RIP \ � � I � ATTACH A 4.0" FAIRCLOTH SKIMMER (OR EQUAL) CI-30.:. . 4, % ° ® v �O UPON CONSTRUCTION I %� 42" CLASS IV RCP p� RAP TO LINE "' 1 WITH 3.1" ORIFICE FOR DEWATERING THE _ � \ 302.27 /299 78 / 287.00 SLOPES AS \ \ _ _ _SEDIMENT BASIN DURING CONSTRUCTION. 325. 5' UTILITY. EASEMENT7. /• J o - - 300.30 287.20_ S �T _ _ _ 287.20 \ SHOWN \r SOT • _ PAD 307.95 l A I� ArP �- A aS . - � . - .. .. 31 313 \\ 3 w FOREBAY WEIR � v- ry - � of �oiv Div f Div 495 � 302.96 � o � pN S SF SF SF SF ' j s r, 287.00 40 LOC LOC/ � LOC LOC Lod- LOC SF LOC�S,i. 07.55- / \ o LENGTH: 10' �� , _ - 498 307.95 / oo ELEV. \79.00 Nz _� v' D _ LOC JN - - a \ 307.85 - _ �' 05.95 \ a-_� NAG S150 MATTING \♦ NAG S75 MATTING - _ \ - - / _ 00.95 o-� '1 STAPLE PATTERN D STAPLE PATTERN C - - - - _ �OC,S,� / 303 / r NAG S75 MATTING �� N� \ TO BE INSTALLED IMMEDIATELY\'� PLUNGE POOL TO BE INSTALLED IMMEDIATELY JN 494 i STAPLE PATTERN C \ s " , \2j UPON CONSTRUCTION dip TOP: 269.00' Z CA 4 U / UPON CONSTRUCTION \ - \ \ /�� 1z0 / JN U � � ' - - - - - � - 5 / TO BE INSTALLED IMMEDIATELY � J � 2g 28 287 I BOTTOM- 266.00' 1 O u1J O - - - O,` �o / UPON CONSTRUCTION Z �� TOP SHELF: 280.00' 7 3 285 87.20 SILT FENCE a 493 J - - - - - - - - - - - O / / w 87.00 J _ 1 �n - - - - _ C�S,� 03.60 PAD 304.00 S g � OUTLET _ • / _ �OCF �OC�l� J - I / /, - - - 307.35 PAD 302.00 / _ _ _ o� c� RIP RAP / JN _ � � � 3 / � BOTTOM SHELF: 279.00' F��► . • �' O> \ `- - - - - �` i / i r'o y w / D50=14" DMAX=21", - - 320 491 , - I v - - - 6� o o I CLASS 2 31.5" THICK 1 1 V, 000-1- \� _ _ - / / , - - - - - / \� - \ _ \ � \ / 499 / 01.58 SHALL HAVE 2% MAX E5' MERGEN' Y SPILLWAY RI-58 3 106.61 LF RCP III 1 I 1 U RIP RAP DISSIPATER / / 0o ❑ � �- - !L� A 915 0 1.88% 36" i I i I i 303.19 1 r i Dso=8 DMA1r-12 / / / g --4, V%� V, - 'o' CROSS -SLOPE '286.00 TO BE SODDED 28\ 2 "I �` 59`1, i CLASS B 18" THICK / / � �- _ � - � `� �� 5 FES-59�, v; - �.= V% V% A / 500 �28.7.00 RIP RAP DISSIPATER O� TEMPORARY SKIMMER BASIN #2 / 2 CONCRETE TEMPORARY SKIMMER BASIN #1 ` / / l T - - - �� • L=3' W=1'/3' SF V% 303.25 I OC / • ��_ ` � L=95', W=55', D=5' `ate � / / 301.27 � 287.20 � 287.00 2a3 �" ANTI -SEEP L=125', W=30', D=4' / / / Dw=8" DMA:=12' \ G SIDE SLOPES= 2.5:1 �. / SIDE SLOPES= 2.5:1 i ♦ i %L - �' �� O / i / 301.25 \285.80 - \, / \ 287.20 COLLAR CLASS B 18" THICK � � TOP OF BASIN: 306.00' ` \ � � .G v� ♦ � � TOP OF BASIN: 323.00' I V% Vi • • l - • \285.80 BOTTOM OF BASIN: 319.00' BOTTOM OF BASIN: 301.00' / 303.25 oo- I C SF \� - SILT FENCE 15' EMERGENCY SPILLWAY: 305.00' tQ \ \ 3 \� 87.00 / \ 301.25 \ DIV SF y�OG 8' EMERGENCY SPILLWAY: 322.00' - - I V \ OUTLET INVERT OF SKIMMER: 301,00' ` - x-287.20 0 SF SF. INVERT RIP RAP DISSIPATER INVERT OF SKIMMER: 319.00' SIDE SLOPES OF BASIN ARE TO \\ NAG S150 MATTING S,�/V- ��• L=35' W=10.5'/38.5' \� ' 293 STAPLE PATTERN D 90 DIvSF 1pC� ' SIDE SLOPES OF BASIN ARE TO l BE SEEDED WITHIN SEVEN DAYS. - \ �♦ 5 . 2 / I� �\ _ Dw=14" DMA1r-21" BE SEEDED WITHIN SEVEN DAYS. i \ �$ 29 TO BE INSTALLED IMMEDIATELY - \J SF • • ""ATTACH A 2.5" FAIRCLOTH SKIMMER (OR EQUAL) � � � �' ?� x CLASS 2 31.5" THICK ' "ATTACH A 2.0" FAIRCLOTH SKIMMER (OR EQUAL) � �� -'� ,c� UPON CONSTRUCTION ��I I V: i I V, \lam WITH 1.5" ORIFICE FOR DEWATERING THE WITH 2.3" ORIFICE FOR DEWATERING THE w 292 290 �j WITH WEIR I I D / SEDIMENT BASIN DURING CONSTRUCTION. SEDIMENT BASIN DURING CONSTRUCTION. - OC /� O OC OC CHECK DAM V, v% \ DIV � L IN CENTER I � ��5 � V% �11 CHECK DAM F SF 0 It �` V, V, V% NTH LOC LOC LO \� V_ V_ V% ERB THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 ' IN CENTER SILT FENCE / \ OUTLET A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED SILT FENCE OUTLET--� ERB' / \ 4DSite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com .......••. `.��0, Oksss /o •.-�q�� SEA 0274 %'U UI-I.7-•22 REVISIONS PROJECT NAME WOODSHIRE SUBDIVISION PHASE 7 DETAILED GRADING AND EROSION CONTROL PLAN CLIENT 1041 B Robeson Street Fayetteville, North Carolina 28305 Phone: (910) 339-6330 Fax: (910) 964-9089 PROJECT INFORMATION DESIGNED BY: CALEB DRAWN BY: CALEB CHECKED BY: SCOTT PROJECT NUMBER: 1070 DRAWING SCALE HORIZONTAL: 1 "=40' DATE RELEASED JANUARY 17, 2022 SHEET NUMBER